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کنفرانس بین المللی زلزله شناسی و مهندسی زلزله
  
سال:1398 - دوره:8 - هشتمین کنفرانس زلزله شناسی و مهندسی زلزله - کد همایش: 98190-10854
  
 
3d Velocity Model Of Crust Beneath The Zagros Collision Zone From Ambient Noise Tomography
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.35.2
  
 
A Case Study Of Seismic Assessment Of Buried Pipelines
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.547.4
  
 
A Comprehensive Deformation Model Of Makran Region, For Seismic Hazard Studies
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.141.8
  
 
A Neural Network-Based Method For Predicting Seismic Response Of Structures
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.428.5
  
 
A New Method For The Extraction Of Slip Direction And Tectonic Evolution Study Through Paleostress Inversion
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.438.5
  
 
A New Output-Only Modal Space Framework To Identify Closely-Spaced Modes And Structural Mass Distribution Using Blind Source Separation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.458.5
  
 
A New Pure Bending Yielding Damper For Seismic Applications
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.197.4
  
 
A New Repairable Concentric Brace With Dual-Performance
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.258.5
  
 
A Practical Algorithm For Modeling Of Friction Damped-Based Structures
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.496.3
  
 
A Quantitative Study On The Resilience Of Hospitals And Medical Centers-Case Study Of Madani Hospital In Karaj
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.484.1
  
 
A Recurrent Switching Technique For Energy Dissipaters In High Damped Structural Systems
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.92.9
  
 
A Review Of Risk And Vulnerability Of National Broadband Seismic Network Of Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.350.7
  
 
Active Deformation Of Makran (Southeast Iran) Using Ontinuous Gps Measurements
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.410.7
  
 
Active Tectonic Analysis Of Avaj-Abegarm Area (Nw Iran)
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.240.7
  
 
Adaptive Curved Surface Slider For Improved Seismic Protection
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.124.1
  
 
Advanced Intensity Measures For Predicting The Seismic Collapse Capacity Of Smrfs
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.497.4
  
 
Aftershock Probabilistic Seismic Hazard Analysis Of The Sarpol-E Zahab Earthquake Of November 12, 2017
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.69.6
  
 
An Analytic Method To Estimate The Response Spectrum Of The Synthetic Records With Evolutionary Spectrum
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.68.5
  
 
An Analytical Evaluation Of Pile-Soil Interaction In Two-Phase Approach
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.78.5
  
 
An Analytical Method For Seismic Vulnerability Analysis Of Unreinforced Masonry Buildings
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.537.4
  
 
An Aspect Of Envelope Curve Of Initial P-Waves For Earthquake Early Warning System
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.546.3
  
 
An Introduction To Sustainable Seismic Design
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.88.5
  
 
An Investigation Of Using Life Detection Quadcopters In Earthquakes: The Case Study Of Iran
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.386.3
  
 
An Investigation On The Accuracy Of Averaging Method In Foundation Input Motion Prediction Of 3d Embedded Foundations Considering Incomplete Wall Contact To Surrounding Mediu
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.385.2
  
 
An Investigation On The Accuracy Of Laboratory Measurements Of The Small-Strain Soil Stiffness
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.114.1
  
 
An Investigation On The Effect Of Infill Walls On The Fundamental Period Of Moment-Resisting Steel Frames With Consideration Of Soil-Struture Interaction
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.126.3
  
 
An Urban Seismic Risk And Resilience Model For Isfahan
- صفحه:1-1- DOR:20.1001.2.9819010854.1398.8.1.235.2
  
 
Analysis Of Soil-Nailed Walls Using A Pseudo-Dynamic Approach, Considering The Effect Of Nails
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.145.2
  
 
Analysis Of The Aftershock Sequences Of Large Earthquakes In Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.138.5
  
 
Analytical Aspects Of Bi-Normalized Response Spectra Based On Ground Velocity And Displacment Time Histories In Near Fault
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.137.4
  
 
Analytical Investigation Of Reverse Faulting Effects On Buried Steel Pipelines With New Method
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.446.3
  
 
Analytical Investigation On The Sma-Based Retrofitting Of Substandard Rc Frames
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.302.9
  
 
Analytical Modeling Of Cap Beam-Column Joints In Ordinary Rc Multi-Column Bridge Bents In Iran
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.495.2
  
 
Analyzing The Seismicity Of The Aegean Extension Region (West Turkey)
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.411.8
  
 
Application Of Agent-Based Simulation In Emergency Evacuation And Casualty Prediction Of Indoor Scenarios
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.318.5
  
 
Application Of Constraint Control Method Of Optimization In Seismic Design Of Steel Frames
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.257.4
  
 
Application Of Genetic Algorithm To Predict Dynamic Parameters Of Granular And Cohesive Soils
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.217.4
  
 
Application Of Mise-A-La-Masse Method In Study Of Subsurface Structures Of Qom’S Neyzar Plain
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.246.3
  
 
Application Of Open Source Programs In Probabilistic Seismic Hazard Assessment And Utilization Of Site Effects Concerning Kermanshah Region With Emphasizing On 12 Nov. 2017 Earthquake (Mw=7.3)
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.105.2
  
 
Application Of Steel Braced Structures With Controlled Rocking System In Seismic Retrofitting Of Buildings, Case Study Of A University Building
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.400.7
  
 
Application Of Stochastic Shakemaps Based On Random Field Of Ground Shaking
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.466.3
  
 
Archaeoseismology In Iran And The Need For Revisiting Historical Earthquakes Case Study: M=7.9, 856 Ad Qumis Earthquake Proclaimed As Deadliest Earthquake In Iranian Plateau
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.408.5
  
 
Areal Exceedance Of Ground Motion As A Characteristic Of Multiple Site Seismic Hazard: Sensitivity Analysis
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.305.2
  
 
Assessment Of Finite Fault Plane Geometry In Megathrust Earthquake
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.338.5
  
 
Assessment Of Nga In Consideration Of Uncertainty Related To Fault Rupture Model Parameters
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.371.8
  
 
Assessment Of Nonlinear Dynamic Response Of Diagrid Structures Exposed To Variation Of Incidence Angle Of Pulse Type Ground Motions
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.398.5
  
 
Assessment Of Site Effects And Soil-Structure Resonance In Algiers Center
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.316.3
  
 
Attenuation Of Seismic Amplification On Tunnel Using By Metasoil
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.112.9
  
 
Attenuation Relationship For The Horizontal Component Of Peak Ground Acceleration (Pgah) Using Gene Expression Programming (Gep)
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.276.3
  
 
Basic Method To Classify Spatial Distribution Of Site Factor Using Single Microtremor In Ashgabat, Turkmenistan
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.45.2
  
 
Behavior Of Earth Dams Due To Downsampling-Based Records
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.481.8
  
 
Bioinspiration And Analysis Of Multilevel Rocking Cores
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.153.0
  
 
Bionic Architecture By Using Deep Learning Algorithms
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.463.0
  
 
Boundary Element Method Applied To Simulate The Seismic Response Of Slope Topographies On Underground Cavities For Incident P, Sv Waves
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.3.0
  
 
Buckling Response And Elastic Stiffness Of Butterfly Dampers
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.119.6
  
 
Buckling Restrained Brace Parametric Study Under Static Load Cycle
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.54.1
  
 
Buildings Damage Data Collection After 2017sarpol-E Zahab Earthquake
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.271.8
  
 
Centrifugal Modeling Of Continuous Shallow Tunnels Crossing Active Reverse Faults
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.218.5
  
 
Challenges In Recent Application Of Base Isolation Technique In Hospitals
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.53.0
  
 
Challenges Of Ranking Newly Built Rc Buildings In Terms Of Seismic Safety In Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.352.9
  
 
Characterizing Surface Rupture In The 1990 Rudbar Earthquake (Iran) Using Optical Image Correlation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.339.6
  
 
Christchurch Post-Earthquake Recovery
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.29.6
  
 
Clustering Microtremor Data With Fuzzy Gustafson Kessel Algorithm
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.539.6
  
 
Clustering Of Earthquake Records By A Hybrid Opposition-Switching Search
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.475.2
  
 
Code 729 The First Iranian Guideline For Strength- Based Design Of Non-Structural Masonry Walls: A Verification Report
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.322.9
  
 
Column Base Connections Seismic Sustainability
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.132.9
  
 
Comparative Experimental Study On Seismic Retrofit Of Existing Gas Risers
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.130.7
  
 
Comparing The Liquefaction Behavior Of Carbonate And Silicate Sands By Energy Approach
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.216.3
  
 
Comparison Of Dynamic Characteristics Of A High-Rise Building Under Ambient Vibration, Forced Vibration, And Earthquake Excitation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.236.3
  
 
Comparison Of Fragility Curves Based On Soft Computing And Analytical Methods On Horizontally Curved Bridges
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.64.1
  
 
Comparison Of Performance Of Mid Height Steel Braced Rocking Buildings With Low Rise Buildings
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.20.7
  
 
Comparison Of Seismic Displacement Of Gravity Retaining Wall And Reinforced Soil Wall According To Performance Base
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.39.6
  
 
Comparison Of Seismic Performance Of Special Concentric Braced Frames With Buckling-Restrained Braced Frames In View Of Seismic-Induced Losses
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.100.7
  
 
Comparison Of Seismic Structural Responses In Different Stories Via Fuzzy Clustering
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.296.3
  
 
Comparison Of The Earthquake Resilience Of Eccentrically And Concentrically Braced Frames Buildings
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.135.2
  
 
Comparison Of The Seismic Behaviour Of 1-Story And 8-Story Unstiffened Steel Plate Shear Walls
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.96.3
  
 
Comparison The Effects Of Elastic And Inelastic Damping Ratio Of Equivalent Replacement Oscillators To Analyze Soil-Structure Systems
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.347.4
  
 
Comprehensive Identification Of Nonlinear Structural Systems With The Low Number And Non-Homogeneous Sensing Using Modern Bayesian Methods
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.12.9
  
 
Consistency Of Idc Reviewed Event Bulletin With Other Global And National Seismic Bulletins In The Iranian Plateau
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.379.6
  
 
Critical Distance Between Adjacent Mid-Rise And High-Rise Structures Considering Structure- Soil- Structure Interaction Effects
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.483.0
  
 
Crustal Scale Imaging Across The Arabia- Eurasia Collision Zone
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.544.1
  
 
Crustal Structure Of Iraq From Telesismic Data
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.545.2
  
 
Cyclic Behavior Of Sandwich Panels With Pur Core And Gfrp, And Concrete As A Skin
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.229.6
  
 
Cyclic Loading Test On High Damping Rubber Bearing (Hdrb) Isolators In Combination With Fe-Based Sma Dampers
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.357.4
  
 
Damage Controlled-Performance-Based-Optimum Design Of Steel Moment Frames, Considering Life-Cycle Cost
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.391.8
  
 
Damage Detection In Continues Bridge Deck And Asce Bechmark Via Instantaneous Energy Method
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.526.3
  
 
Damage Detection Of Skeletal Strucutres By An Enhanced Metaheuristic
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.50.7
  
 
Damage Identification In Steel Girder Bridges Using Improved Damage Index Method By Modal Combination And Artificial Neural Network
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.490.7
  
 
Decision Support, Resilience And Sustainable Reconstruction Of Historical City Cores Under Seismic Threat: The Hyperion Approach
- صفحه:1-1- DOR:20.1001.2.9819010854.1398.8.1.203.0
  
 
Deliberation The Effect Of Rocking Motion And Placement Of Brace Frames In Improving Seismic Performance Of Steel Braced Buildings
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.19.6
  
 
Delineate Of Potential Seismic Sources For Seismic Hazard Assessment. Case Of Study: Sétif Region-Eastern Algeria
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.504.1
  
 
Design And Construction Of Laminar Box For Geotechnical Centrifuge At University Of Tehran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.252.9
  
 
Design And Implementation Of Iota Based Network With Acceleration Sensors For Structural Health Monitoring
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.422.9
  
 
Design Of Massive Residential Buildings With The Approach Of Lexible Spaces For Post-Earthquake Settlement: Case Study Kermanshah City
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.355.2
  
 
Detail Design And Construction Procedure Of A Large-Scale Aluminum Laminar Shear Box For 1g Shaking Table Tests
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.148.5
  
 
Detail Design And Performance Of A Small-Scale Laminar Shear Box For 1g Shaking Table Experiments
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.115.2
  
 
Detailed Collapse Behavior Of Steel High-Rise Buildings With Dual Lateral Load Resisting System
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.188.5
  
 
Determination Of Seismic Bearing Capacity Factor Nye Using Modified Pseudo-Dynamic Method
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.110.7
  
 
Determination Of Seismic Bearing Capacity And Failure Mechanisms For Shallows Placed Adjacent To Slopes
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.109.6
  
 
Determination Of Stability Margin For Flexible Substructures With Limited Lateral Deformation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.399.6
  
 
Developing A Bim-Shm Integrated System For Disaster Risk Management Using Auto-Regressive Model
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.449.6
  
 
Developing A New Model For Estimation The Number Of Injured After Potential Earthquakes For Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.450.7
  
 
Developing An Empirical Fatality Model To Implement In Rapid Loss Assessment System Of Iran Easrthquake’S (Raise)
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.520.7
  
 
Developing And Evaluation A New Discrete Macro-Element For Modeling And Nonlinear Analyzing Of Unreinforced Masonry Walls
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.300.7
  
 
Development And Experimental Validation Of A Self-Centering System For Damage Avoidance Design
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.536.3
  
 
Development Of Earthquake Observation Network In And Around Ashgabat, Turkmenistan
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.508.5
  
 
Development Of Fragility Curves For Low Rise Braced Steel Buildings With Rocking Motion
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.163.0
  
 
Development Of Friction-Slip Joint For Moment Frames With Continuous Beams
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.87.4
  
 
Development Of New Bim Standards For Construction Projects
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.116.3
  
 
Direct Performance-Based Seismic Design Of A Strong-Back Bracing System By Using Yield Frequency Spectra Method
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.254.1
  
 
Disambiguation Of Iranian Code Of Practice For Seismic Resistant Design Of Buildings Text And Its Necessity
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.181.8
  
 
Displacement-Based Approach For Seismic Design Of Highway Bridges According To New Aashto Guide Specifications
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.183.0
  
 
Double Differrence Relocation Of Earthquakes In Kermanshah Region, Western Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.174.1
  
 
Dynamic Analysis Of Balanced Cantilever Concrete Bridges With Different Pier Heights Under Near-Field Ground Motions
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.366.3
  
 
Dynamic Behavior Assessment Of Mid-Rise Resistant Skeletons Based On The Continuum Model In Near-Fault
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.363.0
  
 
Dynamic Response Of 2×2 Pile Groups To Soil Liquefaction In Inclined Base Layer: 1g Shake Table Tests
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.179.6
  
 
Dynamic Response Of Rocking Structures Equipped With Vertically Mounted Viscous Dampers In Bottom Story
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.534.1
  
 
Dynamic Testing Of Full-Scale Iranian Viscous Dampers
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.292.9
  
 
Earthquake Early Warning For Sarpol-E Zahab Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.511.8
  
 
Earthquake Hazard In Kermanshah After A Mainshock In Ezgeleh
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.405.2
  
 
Earthquake Response Of Slopes Under Massive Loads
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.479.6
  
 
Earthquake Vulnerability Assessment Of Yazd Mosque
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.86.3
  
 
Earthquakes Probability Density Model In Copula Methods In Earthquakes Forecasting
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.143.0
  
 
Efeect Of Beam Depth Reduction At The Joint Of Rc Structures And Strengthening Using Frp Sheets
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.231.8
  
 
Effect Of Asymmetry On The Rigid Link For Random Seismic Pounding Mitigation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.52.9
  
 
Effect Of Cyclic Loading Direction On Sandy Slope Liquefaction
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.79.6
  
 
Effect Of Fines Content And Particle Diameter Ratio On Small Strain Shear Modulus Of Dense Binary Granular Mixtures
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.250.7
  
 
Effect Of High-Rise Structure Characteristics On The Rocking Of Foudations
- صفحه:1-3- DOR:20.1001.2.9819010854.1398.8.1.448.5
  
 
Effect Of Liquefiable Backfill Soil On Dynamic Performance Of Anchored Diaphragm Walls – A Numerical Study
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.313.0
  
 
Effect Of Multi-Direction Analysis On The Fragility Curves Of Regular Rc Buildings
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.65.2
  
 
Effect Of Multiple Low Intensity Earthquakes In Low-Rise Reinforced Concrete Buildings
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.190.7
  
 
Effect Of Near And Far Field Records On Seismic Fragility Of Industrial Chimneys
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.234.1
  
 
Effect Of Rotational Components Of Strong Ground Motions On Nonlinear Response Of High-Rise 60-Story Building With Outrigger And Belt-Truss System
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.462.9
  
 
Effect Of Soil Characteristics On The Rocking Of Foudations
- صفحه:1-3- DOR:20.1001.2.9819010854.1398.8.1.447.4
  
 
Effect Of Soil-Structure Interaction On The Seismic Response Of Bridges Under Multiple Hazards
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.147.4
  
 
Effect Of The Near-Field Ground Motion Pulse Period On The Seismic Reliability Of Rc/Mr Frames Using Monte Carlo Simulation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.461.8
  
 
Effects Of Adas Dampers On Plastic Hinge Rotation Of Dual Steel Frames Subjected To Near-Field And Far-Field Earthquakes
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.91.8
  
 
Effects Of Bi-Directionl Loading On Ductility Capacity Of High Strength Rc Piers
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.270.7
  
 
Effects Of Groundwater Level Fluctuation On Superstructure’S Seismic Behaviour In Dhaka City
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.40.7
  
 
Effects Of Height Of Adjacent Structures On The Seismic Behavior Of Moment Resisting Structure
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.129.6
  
 
Effects Of Secondary Static Stress Triggering On The Spatial Distribution Of Aftershocks, A Case Study, 2003 Bam Earthquake (Se Iran)
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.372.9
  
 
Effects Of Stone Columns On Improvement Of Liquefable Soil Layers
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.415.2
  
 
Efficiency Of Semi Active Tuned Mass Damper On Improving Seismic Response Of Steel Structure In Close And Remote Region
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.359.6
  
 
Eliminating The Coupling Beams Of Upper Stories In Torsional Irregular Mid-Rise Rc-Coupled Shear Wall Structures
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.395.2
  
 
Emergence Of Direct P-Phase From Seismic Ambient Noise In Dehdasht Area
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.310.7
  
 
Energy Absorption And Inelasticity Distribution Mechanisms In Steel Moment Frames Affected By Mainshock-Afershock Sequences
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.538.5
  
 
Energy-Based Design Of Knee-Element Connection Frames (Kcfs) In Pipe Racks
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.356.3
  
 
Equivalent Sdof Models For Probabilistic Performance Assessment Of Multistory Buildings: Methodology And Application For Steel Special Momentframes
- صفحه:1-12- DOR:20.1001.2.9819010854.1398.8.1.17.4
  
 
Estimating The Duration Effects In Structural Responses By A New Energy-Cycle Based Parameter
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.431.8
  
 
Estimation Of Mltiple Strip Analysis Curve Using Idealized Trilinear Modal Pushover Analysis Curve
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.226.3
  
 
Estimation Of Strong Ground Motion Parameters, For The August 11, 2012, Ahar-Varzaghan Earthquake, Using Empirical Green’S Function
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.238.5
  
 
Estimation Of The Quality Factor And Source Parameters Of West Of Iran From Acceleration Spectra Of The Tazehabad-Kermanshah Earthquake 2018
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.337.4
  
 
Estimation Of Uncertainty For Earthquake Source Inversions
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.309.6
  
 
Evaluating A Rigid Seismic Connection To The Minor Axis Of Double I-Shaped Columns Using Side Plates
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.220.7
  
 
Evaluating Of The Earthquake Hazard Parameters With Bayesian Method For The Different Seismic Source Regions Of The Northern Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.66.3
  
 
Evaluating The Effect Of Connection Plate Thickness And Stiffness On Seismic Response Of High Voltage Current Transformers
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.27.4
  
 
Evaluating The Effect Of Supporting Structure Lateral Stiffness On Seismic Response Of High Voltage Current Transformer
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.28.5
  
 
Evaluating The Interaction Between Multiple Irregular Topographies During Earthquakes
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.517.4
  
 
Evaluating The Sensitivity Of Analyzing The Seismic Hazard To The Type Of Empirical Attenuation Relationships
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.404.1
  
 
Evaluating The Spectral Acceleration Amplification Effects On The Seismic Response Of Elevated Steel Water Tanks
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.159.6
  
 
Evaluation Of Concentric Braced Frame Modeling Methods
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.18.5
  
 
Evaluation Of Fema P-58 Method For Estimating Residual Drift Demands In Buckling Restrained Braced Frames
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.471.8
  
 
Evaluation Of Higher Modes Effects In Estimation Of Seismic Response Parameters Of Tall Hybrid Mega Zipper Skeletons
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.57.4
  
 
Evaluation Of Seismic Behavior Of Site In Presence Of Tall And Massive Structures On Soft Soil Under High Frequency Earthquake
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.215.2
  
 
Evaluation Of Seismic Behavior Of Steel Frames Equipped With Off Center Bracing And Ebf Bracing Under The Near And Far Field Earthquakes
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.287.4
  
 
Evaluation Of Seismic Behavior Of Steel Structures Equipped With Tadas Damper With Considering The Soil - Structure Interaction
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.384.1
  
 
Evaluation Of Seismic Capacity Of Plain Concrete Arch Bridges Based On Stress Intensity Factor
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.524.1
  
 
Evaluation Of Seismic Design Approach On Rc/Mr Building Using Different Probabilistic Methods
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.388.5
  
 
Evaluation Of Seismic Fragility Curve Of A Typical Embankment Dam
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.314.1
  
 
Evaluation Of Seismic Performance Of Steel Moment Frames Considering Deterioration Effects Using Ida
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.364.1
  
 
Evaluation Of Source, Path And Site Effects In Stochastic Method Of Simulating Strong Ground Motion For Sarpol-E Zahab, Iran Arthquake Of 2017
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.171.8
  
 
Evaluation Of Standard No. 2800 Regulations In Designing Of Buildings With Great Importance
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.289.6
  
 
Evaluation Of Tectonic Stress In The Makran Zone
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.542.9
  
 
Evaluation Of The Methods Estimating Structural Strength Reduction Factor Under Far Field Records
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.531.8
  
 
Evaluation Of The Methods For Calibration Of Optimal Load And Resistance Factors Based On Structural Reliability Theory
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.323.0
  
 
Evaluation Of The Seismic Behavior Of Base-Isolated Buildings Subjected To Different Type Of Ground Motions With Different Components
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.528.5
  
 
Examining The Effective Parameters Of Fuse In Seismic Behavior Of Low Damage Steel-Braced Frame Systems
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.460.7
  
 
Experimental Determination Of The Natural Frequency Of Vibration Of St. Stephanos Church Using Ambient Vibrations
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.489.6
  
 
Experimental Investigation Of Brick Masonry Arches' (Vault And Rib Cover) Behavior Unreinforced And Reinforced By C-Frp Under Vertical And Horizontal Load Simultaneously
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.500.7
  
 
Experimental Investigation Of T-Stub Link-To-Column Connections In Eccentrically Braced Frame
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.24.1
  
 
Experimental Study Of Soil-Structure Interaction On The Improved Ground By Micropiles Using Shaking Table
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.149.6
  
 
Experimental Study On Seismic Behavior Of Masonry Buildings Retrofitted With Shotcrete
- صفحه:1-3- DOR:20.1001.2.9819010854.1398.8.1.195.2
  
 
Experimental Study On The Seismic Behavior Of Steel Beam To Box-Column Moment Resisting Connections With Different Column Stiffeners
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.488.5
  
 
Explaining Sustainability Criteria In Post-Disaster Temporary Housing
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.320.7
  
 
Extraction Of Stiffness Submatrix Of Shear And Nonshear Buildings With Local Measurement Under Base Excitation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.525.2
  
 
Finding The Effective Philosophy For Seismic Rehabilitation Of Cylindrical Masonry Towers, Case Study: Tughrul Tower
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.85.2
  
 
Finite Element Model Updating Of A Prestressed Concrete Beam Using The Opensees.Net Sofware
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.267.4
  
 
Flexural Reinforcement And Shear Reinforcement Of Weak Reinforced Concrete Beams With Frp Plates
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.467.4
  
 
Flood Resistant Design And Construction In Seismic Zone
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.151.8
  
 
Fractal Disterbution Of Earthquake Epicenter And Faulting In The Sepidar Anticline, Sw Zagros
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.341.8
  
 
Fragility Curves For A 5-Story Steel Braced Frame In Near-Fault Area
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.403.0
  
 
Fuzzy Reliability Analysis Of Sheet Pile Wall Seismic Design
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.213.0
  
 
Genetic Algorithms In Tsunami Studies
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.175.2
  
 
Geodetic-Based And Geological-Based Earthquake Rates For Iran
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.374.1
  
 
Geomagnetic Anomaly Associated With 2018 Greece Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.478.5
  
 
Geomagnetic Data As A Precursor Of The September 5, 2018 Earthquake In Japan Mw= 6.6
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.476.3
  
 
Geometry Of Oceanic Slab Beneath The Western Makran Subduction Zone
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.70.7
  
 
Geophysical Surveys For Ground Modelling Of Ashgabat City
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.202.9
  
 
Ground Displacement And Building Damage Estimation Of The 2017 Kermanshah Earthquake Using Sar Remote Sensing
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.98.5
  
 
Ground Response Spectra Induced By A Liquefiable Soil Layer As Natural Seismic Isolation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.4.1
  
 
Half-Space Green’S Function For Lamb’S Problem
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.282.9
  
 
High Resolution 3d Velocity Model For The Makran Subduction Zone
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.72.9
  
 
Higher-Mode Effects In Single And Multi-Part Rocking Bracing Systems Behavior
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.194.1
  
 
Identification Of 3d Lateral Variations In Pseudo-3d Medium Using Surface Wave
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.44.1
  
 
Identification Of Ibarra-Medina- Krawinkler Hysteresis Model Parameters Using Particle Swarm Optimization Algorithm
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.392.9
  
 
Identification Of Tectonic Lineation Using Airborne Magnetic Data In Alborz, Iran
- صفحه:1-3- DOR:20.1001.2.9819010854.1398.8.1.375.2
  
 
Imaging Structure Of The Western Makran Subduction Zone By Receiver Functions Analysis
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.244.1
  
 
Impact Of Load Combinations On Reliability Of Steel Beams According To Iranian Structural Steel Code
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.154.1
  
 
Impact Of Number Of Selected Records On Probabilistic Seismic Performance Of Offshore Jacket Platforms
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.193.0
  
 
Implementing Incremental Dynamic Analysis For Measuring Entropy-Based Sufficiency Of An Intensity Measure
- صفحه:1-1- DOR:20.1001.2.9819010854.1398.8.1.336.3
  
 
Improvement Of The Performance Of Reduced-Level Steel Beams (Rbs), By A New Type Of Stiffener, Under Cyclic Loading
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.255.2
  
 
Improving Earthquake Disaster Management In Chain Supermarkets
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.387.4
  
 
Inexpensive Damage Detection Of Cable-Stayed Bridges Using Signal Processing And Machine Learning
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.434.1
  
 
Inferring Shallow Mantle Temperatures Under Iranian Plateau From Inversion Of Shear-Wave Velocity Model
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.312.9
  
 
Influence Of Reduced Seicmic Hazard Level In Rehabilation Considering Remaining Life Span
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.268.5
  
 
Influence Of Rubber Granules Content On The Isolation Response Of An In-Filled Barrier Wall
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.165.2
  
 
Innovations In Sustainable Seismic Design
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.118.5
  
 
Interaction Of Underground Tunnel And Existing Shallow Foundations Affected By Normal Faults
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.480.7
  
 
Interseismic Slip-Rate Of The Kuhbanan-Lakar Kuh Faults System: Using Insar Technique
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.540.7
  
 
Introducing An Innovative Connection With Tubular Flange Section
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.10.7
  
 
Introducing Eccentrically Braced Frame System Equipped With Distributor Fuses With Steel Plate
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.427.4
  
 
Introduction And Discussion Of Post-Earthquake Quick Inspection Method For Damaged Buildings In Japan
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.102.9
  
 
Investigating Awareness Of Students In Sarpol-E Zahab And Malard About Earthquake And Safety
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.286.3
  
 
Investigating Polarization Of Rayleigh Waves In Single Method Measurements Based On The Revised Raydec
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.482.9
  
 
Investigating The Effect Of Changing Performance Objective On Resilient Structures
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.470.7
  
 
Investigating The Effect Of Frp-Strengthening On The Performance Of Real-Scale Shs Brace
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.401.8
  
 
Investigating The Effect Of Masonry Infill Walls On The Performance Of Steel Resisting Moment Frames By Using Seismic Fragility Curves
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.128.5
  
 
Investigating The Effects Of Length And Cross-Section Area Of The Yielding Zone Of Buckling Restrained Braces On The Cyclic Behavior Of Buckling Restrained Braced Frames
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.389.6
  
 
Investigating The Pounding Effects On The Seismic Collapse Capacity Of Adjacent Rc And Steel Smrfs
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.23.0
  
 
Investigating The Topographical Effect On Seismic Response Of Municipal Solid Waste Landfills (A Numerical Study)
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.6.3
  
 
Investigation Of Dynamic Performance Of Reinforced Concrete Polymer Walls (Rbs)
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.328.5
  
 
Investigation Of Forward Directivity Effect On The Ductility Demand And Reduction Factor Of Pbpd Ebf Frames
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.290.7
  
 
Investigation Of Gate Braces Due To Earthquakes Near And Far From Fault
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.288.5
  
 
Investigation Of Isotropy Of Intra-Event Residuals Of Pgv And Pgd Using Directional Semivariogram
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.541.8
  
 
Investigation Of Mantle Kinematics Beneath Nw Iran With The Comparison Of Teleseismic Direct S Waves And Sks
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.279.6
  
 
Investigation Of Seismotectonics Of Makran Region Using Local Network Data
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.71.8
  
 
Investigation Of Using Various Force Distribution Methods At Seismic Behavior Of Steel Mr Frames Designed By Ddbd Method
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.291.8
  
 
Iran Strong Motion Network Renovation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.344.1
  
 
Joint Analysis Of The Alos-2 And Sentinel-1a Data On The 2017 Sefid Sang Earthquake, Northeastern Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.108.5
  
 
Kinematic Soil-Structure Interaction Effects On Inelastic Systems With Embedded Foundation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.77.4
  
 
Lessons From November 2017, M7.3 Ezgeleh Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.503.0
  
 
Light Steel Frame (Lsf) Systems: A Suitable Structure For Building In IranS Earthquake-Stricken Areas (A Review)
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.196.3
  
 
Liquefaction Potential Hazard In Ghazan Chay Dam Soil Layers With Using Standard Penetration Test Results
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.414.1
  
 
Liquefaction-Induced Excess Pore Pressure Generation Under Foundation And Free-Field With Dynamic Centrifuge Modelling
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.251.8
  
 
Long-Range Correlations And Trends Between Consecutive Earthquakes
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.142.9
  
 
Magnetic Field Observations For The 11 November 2016 Mw=6.1 Japan, Earthquake
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.444.1
  
 
Magnetic Field Observations For The 8 December 2016 Mw 6.0 China Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.477.4
  
 
Magnitude Simulation Using The Generalized Pareto Distribution
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.31.8
  
 
Mainshock Intensity Effects On Seismic Fragility Of Rc Mrfs Under Aftershocks
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.233.0
  
 
Mechanical Properties Of Compressed Adobe Brick
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.25.2
  
 
Microstructure And Deformation Tempurature Condition Of Aliabad-E Damaq Mylonitic Granite
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.376.3
  
 
Ml Shear Wave Velocity Tomography In Turkish Plateau
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.210.7
  
 
Modal Energy Transfer In Large Structural Systems Using Recurrent Switching Technique
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.123.0
  
 
Modal Identification Of Structures Via Video Processing And Blind Source Separation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.161.8
  
 
Modeling And Investigation Of The Floor Isolation Effect And Application Of Yeilding Dampers By Nonlinear Dynamic Analysis
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.299.6
  
 
Modeling The Behavior Of Reinforced Concrete Beam-Column Exterior Joint Using Ansys With The Comparison Of Results Of Analytically And Experimentally
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.396.3
  
 
Models Used For Seismic Ssi Problems: A Review
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.1.8
  
 
Modification Factors For Residual Drift Assessment Of Adjacent Smrfs Considering Structural Pounding
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.498.5
  
 
Modified Cloud Analysis: Non-Linear Dynamic Analysis With Unscaled Records
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.304.1
  
 
Moment Magnitude Estimation Based On Andrews (1986) Method In Frequency Domain
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.170.7
  
 
Monitoring Of Induced Seismicity In Dariyan Dam
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.380.7
  
 
Monitoring Of Induced Seismicity In Northeast British Columbia, Canada
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.107.4
  
 
Monitoring Of Velocity Changes November 12th, 2017 Earthqukae, Sarepol-E Zahab With Mowing Window Cross Specral Technique
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.106.3
  
 
Monitoring Seismic Activity In Damghan And Adjacent Regions By A Small-Aperture Seismic Array
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.407.4
  
 
Multi-Objective Shape Optimization Of Steel Shear Panel Dampers
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.120.7
  
 
Natural Disaster Management Open Access Repository In Iran (Ndm-Oar): The Importance And Necessity Of A Feasibility Study
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.418.5
  
 
Need Assessment For Emergency Supply In Evacuation Places After Earthquakes
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.351.8
  
 
Neighbour Martix For Optimal Seismic Design Of Rc Frames For Minimum Total Life-Cycle Cost
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.47.4
  
 
Neural Networks For The Prediction Of Seismic Damage In Reinforced Concrete Structures
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.502.9
  
 
Neutral Axis Length Variation Of Self-Centered Rc Shear Wall Under Lateral Nonlinear Static Load
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.493.0
  
 
New Frequency-Based Real-Time Magnitude Proxy For Earthquake Early Warning In Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.512.9
  
 
Non-Linear Seismic Response Of Low-Rise Liquid Storage Tank Isolated By Lead-Rubber Bearings
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.361.8
  
 
Nonlinear Adaptive Control Of Building Structures With Elasto-Plastic Behavior Of Elements Under Seismic Motion
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.259.6
  
 
Nonlinear Cyclic Static Analysis Of Confined Masonry Walls Using Strut-And-Tie Model
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.48.5
  
 
Nonlinear Damage Detection Of Structure Using The Sensitivity Of Time- Varying Modal Parameters
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.51.8
  
 
Notes On Progressive Collapse Analysis Of Modular Moment Frames Under Directional Effects Of Pulse-Type Ground Motions
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.429.6
  
 
Numerical Evaluation Of Multi Level Ring Damper
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.156.3
  
 
Numerical Evaluation Of Seismic Behavior Of Rubble Mound Breakwater Rested On Liquefiable Seabed Soil Layer
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.281.8
  
 
Numerical Investigation Of Surface Fault Rupture Hazard Mitigation For Spread Footing
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.550.7
  
 
Numerical Study And Nonlinear Model Of The Effect Of Gusset-Reinforced Stiffener On The Steel Plate Shear Walls With Openint
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.21.8
  
 
Numerical Study And Regression Model For Lateral Spreading
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.516.3
  
 
Numerical Study Of Effects Of Superstructure On Dynamic Response Of A 3×3 Pile Group
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.75.2
  
 
Numerical Study Of Seismic Behavior Of Reinforced Soil Bridge Abutments Under Different Ground Motions
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.548.5
  
 
Numerical Study On 2d Reinforced Concrete Frames With Nonductile Columns Using Ida Approach
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.22.9
  
 
Numerical Study On The Seismic Behaviour Of A New Reduced Beam Section Connectionby Drilled Holes On The Beam Flange
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.221.8
  
 
On Faster Transient Analysis Of Structural Systems Against Earthquakes: Case Study Of An Earth Dam
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.332.9
  
 
On Measuring Misorientation Of Seismic Sensors Using Ambient Noise Data
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.441.8
  
 
On The Shallow Depth Quality Factors (Qp, Qs, Qc) In Fariman Area Using Aftershocks Of Mw6.0 Earthquake On April 05, 2017
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.412.9
  
 
Online Modal Identification Of Structures By Natural Gradient Algorithm
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.457.4
  
 
Parametric Finite Element Evaluation Of Rc Beam-Column Joints
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.298.5
  
 
Parametric Study Of Seismic Site Response Under Share Wave Velocity Variation Of Bedrock
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.283.0
  
 
Pattern Of Seismicity Around Zagros Main Recent Fault
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.278.5
  
 
Peak Ground Acceleration Prediction For Critical Aftershockes
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.472.9
  
 
Perception And Communication Of Seiemic Risk
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.284.1
  
 
Performance Assessment Of Different Tabular Systems For Tall Buildings Against Wind And Earthquake Effects
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.262.9
  
 
Performance Assessment Of Seismically-Designed Steel Moment Resisting Frames Against Numerical Simulated Of Blast Wave
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.261.8
  
 
Performance Evaluation Of Rc Beam-Column Connections Using Strut And Tie Method
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.297.4
  
 
Performance Level Of Eccentric Structures Due To T Orsion And Soil-Structure Interaction
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.264.1
  
 
Performance Of Optimum Friction Tuned Mass Damper Connected To Multi-Degree Of Freedom Structures
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.324.1
  
 
Physical Modeling Of Response Of Buried Pipe With Constraints To Reverse Faulting
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.253.0
  
 
Polyphase Inversion Tectonics In Western Alborz
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.409.6
  
 
Post-Earthquake Reconnaissance Of Sarpol-E Zahab Concrete Buildings After 6.4 Magnitude Aftershock
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.136.3
  
 
Post-Earthquake Reconnaissance Of Sarpol-E Zahab Steel Buildings After 6.4 Magnitude Aftershock
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.168.5
  
 
Power Network Seismic Reliability Analysis By Simplified Parallel And Series Systems Concept
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.453.0
  
 
Predicted Ground Motions For Interface Earthquakes In The Makran Subduction Zone Based On A Stochastic Finite-Fault Model
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.32.9
  
 
Predicting Strain Demand Histories Imposed On Box-Shaped Underground Structures In Seismic Events
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.212.9
  
 
Prediction Equation For Arrival Times Of Near-Source Strong Ground Motions Velocity Pulses Using Pulse-Like Records
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.239.6
  
 
Presentation Of A New Method For Assessment Direct Losses Ftom Earthquake In Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.486.3
  
 
Prioritized Slip Load Optimization Of Friction Damped-Based Structures
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.269.6
  
 
Probabilistic Output-Only Identification Of Soil-Structure Systems Using Shear Beam Model
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.214.1
  
 
Progressive Collapse Analysis And Comparison Of Intermediate And Special Steel Moment Frame Under Fire Conditions
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.162.9
  
 
Propagation Of Right-Lateral Strike-Slip Deformation Towards The Internal Part Of The Lurestan Zone, Zagros Belt, West Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.307.4
  
 
Pseudo-Static Reliability Stability Analysis Of Infinite Slope With Triangle Wedge Failure
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.549.6
  
 
Pseudo-Static Slope Stability Analysis By Random Finite Element Method
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.445.2
  
 
Punching Mechanism In Reinforced Concrete Frames Retrofitted By Steel Frame
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.97.4
  
 
Quasi-Static Shear-Compression Tests On Six Rubble Stone Masonry Walls
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.535.2
  
 
Questionnaire-Based Quantification Of Seismic Resilience In Iranian Hospital
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.452.9
  
 
Rapid Building Damage Mapping By Optical Satellite Images
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.521.8
  
 
Rapid Estimation Of Magnitude And Δ From B-Δ Method For Mohammad Abad Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.513.0
  
 
Re-Framing Earthquake Resilience Bridging The Gap Between Theory And Implementation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.46.3
  
 
Recent Advances In Probabilistic Prediction Of Seismic Sliding Displacement Of Slopes
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.514.1
  
 
Recent Findings In Seismic Hazard Models Of Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.373.0
  
 
Reliability Analysis Of Seismic Stability Of Unsaturated Soldier-Piled Excavation
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.176.3
  
 
Resiliency Comparison Of R/C Framed Structures With Wall & Slab Systems
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.167.4
  
 
Reverse Fault Rupture Mitigation Measures For Continuous Shallow Tunnels
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.515.2
  
 
Risk-Targeted Seismic Design Map For Iran: Achievements And Challengs
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.11.8
  
 
Safety Evaluation Of Buildings By Aftershocks
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.201.8
  
 
Seismic Anisotropy In Western Makran Subduction Zone
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.34.1
  
 
Seismic Assessment Of Oil Reservoir Using Numerical Fem And Analytical Formulation Of Design Standards
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.58.5
  
 
Seismic Behavior Of High-Rise Steel Building On Pile Groups Ccounting For Soil-Structure Interaction Effects On Soft Soil
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.348.5
  
 
Seismic Behaviour And Design Of Beam-Column Connections In Precast Industrial Buildings
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.353.0
  
 
Seismic Behaviour Factor For Unreinforced Concrete Block Masonry Walls
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.49.6
  
 
Seismic Collapse Risk Assessment Of A Steel Mrf Considering Near-Fault Directivity Effects
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.501.8
  
 
Seismic Control Of Offshore Steel Jacket Platforms Using Tuned Liquid Column Damper
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.186.3
  
 
Seismic Displacement Of Cohesive Frictional Slopes Using Newmark’S Method
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.38.5
  
 
Seismic Ductility Demands Of Rocking Structures Under Pulse-Like Ground Motions
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.7.4
  
 
Seismic Effective-Stress Analysis Of Caisson Quay Wall With Liquefiable Backfill
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.280.7
  
 
Seismic Fragility Analysis Of Highway Curved Bridges
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.232.9
  
 
Seismic Fragility Analysis Of Multi-Story Rc Shear Wall-Frame System For Assesment Of Global Behavior
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.160.7
  
 
Seismic Fragility Assessment Of Bridges: A State Of Art Review
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.485.2
  
 
Seismic Fragility Assessment Of Curved Steel Box-Girder Bridges
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.62.9
  
 
Seismic Fragility Assessment Of Damaged Rc Frame Under Consecutive Excitations
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.225.2
  
 
Seismic Fragility Assessment Of Steel Structures Equipped By Hybrid Ring Damper
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.157.4
  
 
Seismic Ground Deformation Mapping For The 2017 Mw6.1 Mainshock Of Sefidsang-Ne Iran Earthquake Using Sentinel-1a Interferometry
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.274.1
  
 
Seismic Hazard Analyzing And Evaluating In Esfahan Nuclear Site
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.30.7
  
 
Seismic Hazard Assessment Of Shahr-E Kord Iran
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.437.4
  
 
Seismic Performance Assessment Of Concrete Moment-Resisting Frames With Construction Error Against Near-Fault Strong Ground Motions
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.99.6
  
 
Seismic Performance Assessment Of Optimally Designed Base Isolation System Under Mainshock-Aftershock Sequences
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.425.2
  
 
Seismic Performance Evaluation Of Code-Designed Grandstand Structure Of A Roofless Sport Stadium
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.152.9
  
 
Seismic Performance Of Composite Decks With Full And Partial Interaction
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.125.2
  
 
Seismic Performance Of Deep Excavations Restrained By Anchorage System Using Quasi Static Approach
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.177.4
  
 
Seismic Performance Of Facade Mass Isolation System In Tall Buildings
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.394.1
  
 
Seismic Performance Of Moment-Resisting Steel Structures With Slit-Friction Hybrid Damper
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.182.9
  
 
Seismic Performance Of Rocking Concrete Shear Walls With Innovative Rotational Resilient Slip Friction Joints
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.358.5
  
 
Seismic Performance Of Rubber Bearing With Perforated Yielding Shear Devices
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.459.6
  
 
Seismic Response Assessment Of Offshore Wind Turbines Using Endurance Time Method
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.397.4
  
 
Seismic Response Control By Orb-Bowl (Ob) Tmd System
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.294.1
  
 
Seismic Response Of A Landfill Cover: A Case Study Of Nazlou Landfill In Urmia
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.382.9
  
 
Seismic Response Of Bearing With Yielding Shear Plate Installed On The Steel Moment Frame
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.94.1
  
 
Seismic Response Of Pre-Cast Concrete Shear Walls With Controlled Rocking Motion Using Self-Centering Friction Devices
- صفحه:1-1- DOR:20.1001.2.9819010854.1398.8.1.237.4
  
 
Seismic Retrofit Of A Typical Highway Bridge In Tehran Using Fluid Viscous Dampers
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.61.8
  
 
Seismic Retrofit Of Defective Exterior Rc Ceiling-Column
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.301.8
  
 
Seismic Risk Analysis Of A Dome-Roof Adobe House Considering In-Plane And Out-Of-Plane Response Of Walls
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.127.4
  
 
Seismic Site Response Induced By A Sedimentary Basin: 1d And 2d Numerical Analysis
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.2.9
  
 
Seismic Structural Response Of Steel Frames Considering Soil-Foundation-Structure Interaction
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.42.9
  
 
Seismic Vulnerability Assessment Of Rc Bridge With Unequal Piers Using Energy-Based Damage Index
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.370.7
  
 
Seismic Vunurability Assesment Of Buildings Based On Fragility Curves: A Review
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.26.3
  
 
Seismic, Thermal, And Gravity Modeling Of The Iranian Lithosphere
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.311.8
  
 
Seismically Triggered Landslide Potential In The Reservoir Of Gotvand Dam, Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.383.0
  
 
Seismotectonic And Crustal Structure In The Central Iran
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.473.0
  
 
Seismotectonics Of Saydoon Dam Sites In The Izeh Fault Zone, Sw Of Iran
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.172.9
  
 
Selection Of Ground Motion Prediction Equations For Seismic Hazard Analyses In Makran Region, Iran
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.306.3
  
 
Shakemaps Of Sarpol–E Zahab Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.510.7
  
 
Shear Wave Quality Factor Tomography In Nw Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.506.3
  
 
Siesmic Performance Of Regular And Irregular Brb Frames Under Seismic Sequence
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.266.3
  
 
Simplified Method For Evaluation Of Soil-Structure Interaction Effects In Liquefiable Soils
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.5.2
  
 
Simulation For Large Deformation In Geomaterials With Molecular Dynamics Approach
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.113.0
  
 
Single-Phase Metamaterial (Spm) As A Dissipater For Attenuation Of Vibration In Two-Dimensional Elastodynamics Problems
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.293.0
  
 
Site Amplification Effects On Inversion Results (Case Study: Zagros And Alborz Regions)
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.440.7
  
 
Site Effects At Dasht-E Zahab In Ezgeleh-Sarpol-E Zahab Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.80.7
  
 
Site Effects Using Hvsr And Ssr Techniques In Ramsar City
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.315.2
  
 
Site Response Variations By Ground Improvement
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.346.3
  
 
Site-Specific Response Analysis Versus Implementing The Mean Shear Wave Velocity Within Psha
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.93.0
  
 
Some Contribution To Rational Design Of Piled Raft Foundation For Oil Storage Tanks On Non-Liquefiable Ground: Application Of Dynamic Centrifuge Modeling
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.76.3
  
 
Some Lessons From The Sarpole-Zahab Earthquake Of November 2017
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.402.9
  
 
Source Inversion Of M7.3 12 Nov. 2017 Sarepol-E Zahab Earthquake Using Fuzzy Inversion Method
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.272.9
  
 
Source Parameters Of The 2005 Zarand Earthquake In Kerman Province
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.273.0
  
 
Spatial Statistics And Point Pattern Analysis Of Earthquake Disribution In The Zagros Region (Iran)
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.173.0
  
 
Spectral Acceleration Amplification Effects On The Ductility Demand Of Self-Standing R.C. Chimneys
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.530.7
  
 
Spectral Analysis Of 12november 2017 And 25november 2018 Earthquake In Western Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.509.6
  
 
Stability Analysis Of Arch Dam Abutments Due To Vertical Seismic Excitations
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.227.4
  
 
Statistical Analysis Of The Inter-Event Time And Distance Distribution Of Large Earthquakes In Iran
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.206.3
  
 
Statistical Modeling Of The Beginning And End Of Relief Time By Red Crescent In Earthquakes Between 1395-1396: A Survival Study
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.319.6
  
 
Strengening Joints Of Rc Frames With Stiffened Steel Plates
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.367.4
  
 
Strong Ground Motion From The November 12, 2017 Mw 7.3 Sarpol-E Zahab Earthquake: Analysis Of Source And Site Condition
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.139.6
  
 
Strong Ground Motion Simulation Of 2017 Earthquake In Khorasan- Razavi, Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.67.4
  
 
Structural Seismic Assessment Of The Kashan Historical Bazaar Considering The Soil-Structure Interaction
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.84.1
  
 
Study On Response Of Cspsw And Spsw To Nonlinear Excitations
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.360.7
  
 
Studying The Effect Of Uncertainty Of Shear Wave Velocity And Standard Penetration Test On Uniform Hazard Spectrum
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.140.7
  
 
Studying The Effects Of Soil- Structure Interaction On The Performance Point Characterestics Of Highrise Framed Tube Structures Containing Truss Belts
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.146.3
  
 
Stusy Of Kinematic Parameters Of Earthquakes In The Zagros Region
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.543.0
  
 
Suggest A New Analytical Type Of Panel Zone In Seismic Calculations Of Steel Frames
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.390.7
  
 
Supersonic Crack Propagation In Brittle Fracture Fault Zone : Can Explain Kerman And Kermanshah Faults?
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.308.5
  
 
Sustainable Disaster Risk Reduction Through Risk Sensitive Land Use Planning
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.9.6
  
 
Synthetic Stochastic Earthquake Scenario Predictive Model, Case Study: The Iranian Plateau Sequences
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.406.3
  
 
System Reduction In Space For Dynamic Finite Element Analysis Of Beam-Columns Assemblies Against Earthquakes
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.331.8
  
 
Tectonic Studies And Earthquake Risk Based On Tectonic Morphology Studies In Saveh Rectangle
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.377.4
  
 
Teleseismic Virtual-Source Imaging Of The North Zagros Continental Collision Zone
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.73.0
  
 
Tension Estimation Of Elastic Cables Using Viberational Method
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.89.6
  
 
The Application Of The Force Analogy Method (Fam) In Pushover Analysis For Steel Moment Resisting Frames
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.192.9
  
 
The Assessment Of The Seismic Performance Of The Rc Buildings Having One Or Two Soft-Stories Retrofitted With Gapped Inclined Bracing
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.131.8
  
 
The Best Earthquake Report To Assess The Earthquake Macroseismic Parameters
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.104.1
  
 
The Collapse Assessment Of The Low-Rise Asymmetric Ductile Rc Frame Buildings With A Less-Sensitive Intensity Measure To The Spectral Shape Effects
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.327.4
  
 
The Double Difference Relocation Of Aftershock Sequence Of 2017 Ezgeleh Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.442.9
  
 
The Earthquake Datasets And Services Maintained By The International Seismological Centre (Isc)
- صفحه:1-1- DOR:20.1001.2.9819010854.1398.8.1.507.4
  
 
The Effect Of Aftershocks On Structural Lifetime
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.169.6
  
 
The Effect Of Confinement On Concrete Strength And Ductility By Frp Jackets And Angles
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.468.5
  
 
The Effect Of Inhomogeneity On Seismic Soil Deposit Response: A Review
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.249.6
  
 
The Effect Of Lateral Force On Stability Margin Of Flexible Frame Systems
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.430.7
  
 
The Effect Of Material Constitutive Model On Seismic Response Of Concentric Braced Frames
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.330.7
  
 
The Effect Of Site Soil On Seismic Performance Of Steel Damped Structure At Close Distance Of Active Fault
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.122.9
  
 
The Effect Of Soil Parameters On The Response Of Structures Subjected To Multicomponent Earthquake Excitation
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.43.0
  
 
The Effect Of Spatial Correlation Of Horizontal And Vertical Spectral Accelerations On Seismic Performance Of A Bridge Network
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.13.0
  
 
The Effect Of Structural System On Selection Of Input Ground Motions For Performance Based Seismic Design
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.295.2
  
 
The Effect Of The Disproportionate Effective Moment Of Inertia Caused By Cracks On The Seismic Response Of The Concrete Building
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.95.2
  
 
The Effect Of Using Additional Isolated Upper Floor On The Performance Point Of R.C. Frame Structures In Armenia
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.121.8
  
 
The Effect Of Using Arc-Surfaced Dampers On Reduction Of The Collapse Probability Induced By Forward Directivity
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.260.7
  
 
The Effect Of Vertical Excitations On The Collapse Risk Assessment Of Rc Frame-Core Wall Structures
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.63.0
  
 
The Effects Of Subsurface Holes On Dynamic Responses Of Earth Dam (Case Study: Tang-E Sorkh Earth Dam
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.37.4
  
 
The Efficiency Of Using Three Component Array-Based Ellipticity Methods For Site Characterization
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.82.9
  
 
The Evaluation Of Progressive Collapse In Tall Steel Structures With Tubular System Under The Impact Of Earthquake Load
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.198.5
  
 
The Extent And Method Of Reflection Of Tehran,Dec 20, 2017(Malard) Earthquake News In Media
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.285.2
  
 
The First Very-Small-Aperture Seismic Array In Iran For Monitoring Earthquakes And Volcanic Activities In Damavand Region; A Prelude To An Early Warning System For Metropolitan Tehran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.443.0
  
 
The Fundamental Period Of Four-Layer Soil Deposits
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.248.5
  
 
The Impact Of Damage Functions Used To Determine The Cat Bonds Trigger
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.451.8
  
 
The Influence Of Geometric Characteristics On The Performance Of Steel Shear Wall
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.263.0
  
 
The Investigation Of Safe Residual Drift Of Symmetric Rc Corewall Structures Against Immediate Aftershocks
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.56.3
  
 
The Kinematic Analysis And Evolution Of The Stress Fields In The Zagros Foreland Folded Belt, Fars Salient, Iran
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.275.2
  
 
The Multi- Fault Surface Rupture Of Hojedk Earthquake, Dec, 2017 In Kerman Province, Southeast Iran, The Bedding Slip Of Young Fold
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.241.8
  
 
The Necessity Of 2d/3d Site Effect Studies In Big Cities Of Iran: Premilinary Results Of Tehran Experiment
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.81.8
  
 
The Necessity Of Reviewing The Map Of Active Faults Of Tehran
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.207.4
  
 
The North Zagros Crustal Structure From Teleseismic Reflected P Phase
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.33.0
  
 
The Reliability Of The Foundation Seismic Design Using Iranian National Building Code
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.211.8
  
 
The Resilience Of Special And Ordinary Moment Resisting Frames
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.529.6
  
 
The Right To The City & Safe Life And The Challenges Of The Legal System Governing The Safety Of Buildings In Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.117.4
  
 
The Seismotectonics Of Central Alborz
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.340.7
  
 
The Seismotectonics Of The Western And Southern Margins Of Lut Block, Central Iran
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.242.9
  
 
The Shear Wave Velocity Structure Of The Central Alborz Region Using Combinated Method Of Ambient Noise Cross-Correlations
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.439.6
  
 
The Side-Effects Of Retrofitting Rc Frames With Steel X-Braces
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.334.1
  
 
The Sismic Evaluation Of Under Mainshock- Fire Damaged Buildings Under- Aftershock Earthquakes
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.303.0
  
 
The Study Of The Narrative Of The Experience Of The Governor Of Sar-Po-Le Zahab From The Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.522.9
  
 
The Uncertinity In Seismic Risk Assessment In Near-Fault Area
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.349.6
  
 
The Use Of Improved Risk Targeting Approach In Seismic Hazard Assessment Of Makran Region
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.205.2
  
 
The Verification Of Visco-Plastic Damper
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.325.2
  
 
The Weighted Rms Stacking To Retrieve Empirical Green 'S Functions From Ambient Seismic Noise
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.474.1
  
 
Three-Dimensional Coda Wave Attenuation Tomography Of A Volcano: A Case Of 1982–84 Seismic Unrest At Campi Flegrei Caldera, Southern Italy
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.209.6
  
 
Torsional Response Of Short Span Truss Type Deck Suspension Bridges Under Closed Form Approximation Of Pulse Type Ground Motions
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.224.1
  
 
Trust Platform: The First Building-Specific Seismic Risk Assessment Tool For Iran
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.134.1
  
 
Upper Crustal Seismic Anisotropy In The Southeastern Termination Of The Zagros Mountains And Qeshm Island
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.36.3
  
 
Upper Mantle Structure Beneath The Zagros Continental Collision Zone And Surrounding Regions From Seismic Tomography And Shear-Wave Splitting
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.245.2
  
 
Upper Mantle Structures Of The Nw Iran Using 3d Teleseismic Tomography
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.243.0
  
 
Upper-Mantle Shear Wave Velocity Structure Of The Northern Zagros From Teleseismic Tomography And Transdimensional Joint Inversion Of Long And Short Period Seismic Data
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.277.4
  
 
Use Of Cross-Correlation Method To Detect Aftershocks Of Mourmoury Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.413.0
  
 
Using The Airborne Geomagnetic Data For Recognizing The Causative Fault Of The 2013 Goharan Earthquake
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.343.0
  
 
Using The Piano Keys Sound As Artificial Accelerations
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.103.0
  
 
Verifying The Choice Of Numerical Model Of A Building By In Situ Investigation After Realization
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.335.2
  
 
Vertical Impedance Function Of Rigid Strip Footing Over Heterogeneous Half-Space With Increasing Strength With Depth
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.83.0
  
 
Vibration Control Of Seismic Structures Using Facade Mass Isolation Model
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.424.1
  
 
Vibration-Based Tension Force Estimation Of External Post-Tensioned Tendons: Experimental Study
- صفحه:1-2- DOR:20.1001.2.9819010854.1398.8.1.90.7
  
 
Viscoelastic Connection: An Efficient Tool For Random Seismic Pounding Mitigation
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.16.3
  
 
Wavelet Analysis For Tidal Gauges Including Tsunami Data
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.208.5
  
 
آنالیز و طراحی میراگر اصطکاکی با لنت ترمز بتنی و ارائه روش طراحی در ساختمانهای میانمرتبه مجهز به آن
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.333.0
  
 
آنالیز پاسخ لرزه ای دیوار خاک مسلح
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.345.2
  
 
اثر اندرکنش خاک و سازه بر روی عملکرد لرزه ای سیستم دوگانه قاب و دیوار بتن آرمه
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.518.5
  
 
اثر سربار اعمالی بر رفتار لرزهای دیوارهای وزنی پشت شکسته
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.247.4
  
 
اثر ورق تقویتی بال و نبشی جان در اتصال پس کشیده تیر فولادی به ستون مرکب
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.55.2
  
 
اثرات لرزهای غیرخطی ساختگاه در توپوگرافیهای پرشده آبرفتی متخلخل اشباع
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.317.4
  
 
ارائه روشی جدید جهت برآورد طیف انرژی هیسترتیک با لحاظ نمودن اثرات نوع خاک
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.326.3
  
 
ارائه یک مدل بهبود یافتۀ خود – تنظیم شونده، برای میراگرهای سیال تنظیمی (Tld) جهت کاهش پاسخ لرزهای سازهها
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.492.9
  
 
ارتقاء عملکرد لرزهای قاب خمشی فولادی در برابر زلزله نزدیک گسل پالسگونه به کمک میراگر تسلیمشونده U شکل
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.393.0
  
 
ارزیابی آسیبپذیری و تحلیل شکنندگی پلهای بتنی مقاومسازی شده با در نظرگیری مولفه قائم زلزله
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.200.7
  
 
ارزیابی احتمال خرابی دیوارهای برشی و تیرها در سیستمهای دوگانه قاب خمشی و دیوار برشی بتنی
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.432.9
  
 
ارزیابی تابآوری لرزهای قاب خمشی فولادی 9 طبقه مبتنی بر روش Fema P-58
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.365.2
  
 
ارزیابی حاشیه ایمنی فروریزش قابهای خمشی فولادی با نامنظمی جرمی در ارتفاع
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.265.2
  
 
ارزیابی ضریب نامعینی بر روی سازه های فولادی دارای سیستم مقاوم جانبی مهاربند واگرا
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.185.2
  
 
ارزیابی عملکرد لرزه ای و تغییر مکان نسبی در سیستم های نمای شیشه ای
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.420.7
  
 
ارزیابی عملکرد لرزهای سازههای فولادی مجهز به میراگرهای فلزی منحنیشکل
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.230.7
  
 
ارزیابی لرزه ای ساختمان های نامنظم در ارتفاع دارای دیوار برشی فولادی
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.523.0
  
 
ارزیابی مشخصههای دینامیکی سازهها با استفاده از تحلیل دینامیکی سازهها
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.423.0
  
 
ارزیابی میراگرهای فلزی منحنی شکل بر بهبود عملکرد لرزهای قابهای فولادی
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.491.8
  
 
ارزیابی همبستگی پارامترهای جنبش نیرومند زمین در زلزله های دور ازگسل و پاسخ سازه های قاب خمشی فولادی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.532.9
  
 
ارزیابی پارامترهای موثر بر رفتار لرزهای پلهای قوسی بتنآرمه
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.494.1
  
 
استفاده از جداسازهای ژئوسنتتیکی به منظور کاهش پاسخ لرزه ای مدفن های زباله
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.111.8
  
 
استفاده از لینک برشی تعویض پذیر در قابهای فولادی به عنوان سیستم باربر جانبی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.164.1
  
 
بررسی آزمایشگاه پاسخ دینامیکی سازه یک درجه آزادی به همراه میراگر مایع تنظیم شده مجهز به بافل
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.533.0
  
 
بررسی آزمایشگاهی رفتار برش درز ملات مصالح بنایی مقاومسازی شده با مصالح مرکب پایه سیمانی مهندسی شده
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.499.6
  
 
بررسی اثر مولفه قائم در ساختمان های بتنی با نامنظمی جرمی و سختی
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.187.4
  
 
بررسی اثرات درزهای قائم روی رفتار لرزهای سد بتنی قوسی تحت جنبشهای متفاوت تکیهگاهی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.465.2
  
 
بررسی به مقیاس در آوردن دوگانة شتابنگاشتها برای تحلیل تاریخچه زمانی در سازههای قاب خمشی فولادی
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.426.3
  
 
بررسی تاثیر تغییرات وزن و عمق مدفون شدگی فونداسیون بر تغییر مکان جانبی سازه درسیستم اندرکنش خاک - سازه
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.41.8
  
 
بررسی تاثیر اجرای ضوابط تجویزی آئین نامه ای در ایجاد مودهای خرابی ساختمان های بنایی کلاف دار در زلزله ازگله کرمانشاه
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.456.3
  
 
بررسی تاثیر زلزله آبان ماه 1396 سرپل ذهاب بر سد تنظیمی هیروی با استفاده از داده های ابزاردقیق
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.381.8
  
 
بررسی تحلیلی عملکرد لرزهای دیوارهای مصالح بنایی غیرمسلح تقویت شده با استفاده از تسمههای فولادی قطری
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.368.5
  
 
بررسی تحلیلی قابهای بتن مسلح میانپر مصالح بنایی تحت سطوح بارهای محوری مختلف
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.435.2
  
 
بررسی دو بعدی اثرات ساختگاه در پاسخ لرزه ای گودها و ساختمان های مجاور
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بررسی رفتار لرزهای دیوارهای بتنآرمه تقویت شده با ورقهای Frp
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بررسی رفتار لرزهای قاب فولادی واگرا با فیوز قائم ورقهای با حالت سینوسی و ذوزنقهای در ضخامتهای مختل
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.191.8
  
 
بررسی رفتار لرزهای مخازن آب هوایی فولادی آسیب دیده در زلزله ازگله کرمانشاه (1396) با احتساب اندرکنش خاک– سازه
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بررسی زلزلههای حوزه نزدیک بر پاسخ لرزهای سازههای فولادی با مهاربندی واگرا با نامنظمیجرمی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.223.0
  
 
بررسی ضریب کاهش مقاومت تسلیم بواسطه شکلپذیری برای زلزله های حوزه نزدیک و دور از گسل
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.219.6
  
 
بررسی عملکرد دیوارهای بنایی غیرمسلح در زلزله سرپل ذهاب
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بررسی عملکرد لرزهای قابهای بتن مسلح مقاوم سازی شده با سیستم مهاربند واگرا
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.60.7
  
 
بررسی عملکرد لرزهای قابهای میانپر مقاوم سازی شده توسط بتن پاششی
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.199.6
  
 
بررسی عملکرد میراگر مایع تنظیم شده با پره ثابت بر پاسخ ساختمان معیار پنج طبقه تحت زلزله حوزه دور و نزدیک
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.15.2
  
 
بررسی لرزه ای اتصال پین فیوز پیچی اصطکاکی در قاب خمشی (Pin-Fuse Sbc) و مقایسه آن با اتصال تیربه ستون متداول
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.421.8
  
 
بررسی و ارزیابی کارآمدی ضریب اهمیت در تحقق سطوح عملکردی در ساختمان های فولادی با سیستم مهاربندی واگرا (Ebf) به روش استاتیکی خطی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.256.3
  
 
بررسی و ارزیابی کارآمدی عملکرد قاب مهاربندی هم محور فولادی در تحقق سطح عملکردی قابلیت استفاده بی وقفه به روش استاتیکی خطی و غیرخطی
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.222.9
  
 
بررسی و مقایسه در روند تخریب سازه آجری و بتنی با استفاده از انفجار
- صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.369.6
  
 
بررسی پارامتریک دیوارهای بنایی مقاومسازی شده با مصالح مرکب پایه سیمانی مهندسی شده
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.469.6
  
 
بررسی پاسخ ماندگار قاب های خمشی فولادی مجهز به میراگر اصطکاکی پال تحت اثر تحریکات لرزه ای
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.133.0
  
 
تاثیر بار سیکلیک چرخ خودرو بر شیارافتادگی راه های شوسه با بستر مسلح شده با ژئوسل
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.180.7
  
 
تاثیر حضور شمع های مسلح کننده خاک در پاسخ لرزه ای سطح زمین با استفاده از روش عددی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.416.3
  
 
تاثیر موقعیت قرارگیری ساختگاه بر روی پاسخ لرزهای سیستمهای تک درجه آزاد فولادی
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.464.1
  
 
تبیین معیارهای مسکن موقت پس از زلزله بر مبنای تحلیل پارامترهای نظام انسانی در استقرار فضایی
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.8.5
  
 
تحلیل خطر لرزهای در گستره شهرهای اهواز و بهبهان با استفاده از روشهای آماری، قطعی و احتمالاتی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.436.3
  
 
تحلیل دینامیکی لولههای مدفون تحت اثر بار انفجار با روش دیفرانسیل کوادرچر
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.144.1
  
 
تحلیل شکست توده های سنگیِ ترک دار تحت بار فشار-برشی
- صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.74.1
  
 
تعیین شتاب بیشینه زمین طراحی بر مبنای رویکرد ریسک-محور برای شهرهای بندری مهم جنوب ایران
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توسعه تحلیل پوش اور مدال بهینه شده به منظور برآورد پاسخ لرزه ای قابهای خمشی فولادی در محدوده فروریزش
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.101.8
  
 
توسعه منحنی های شکنندگی ساختمان های نامتقارن بتن آرمه مجهز به میراگر ویسکوز
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.155.2
  
 
خوشه بندی کاتالوگ لرزه ای زاگرس با استفاده از مدل توالی همه گیر پسلرزه ها (Etas)
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رزیابی پاسخ لرزهای ساختمانها با در نظر گرفتن اندرکنش دینامیکی خاک و سازه با لایهبندی متفاوت خاک
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.417.4
  
 
شبیه سازی فروپاشی ناشی از زمین لرزه در ساختمان های بسیار بلند با هسته مرکزی لوله قابی و ابرمهاربندها
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.354.1
  
 
شناسایی پسلرزه ها در زمین لرزه های 2017 هجدک با استفاده از پارامترهای لرزه خیزی
- صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.378.5
  
 
طراحی لرزهای مبتنی بر تغییرمکان قابهای خمشی بتنآرمه با در نظر گرفتن اثر اندرکنش خاک و سازه
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.184.1
  
 
کاربرد شبیه سازی مونت کارلو در ارزیابی خطر لرزه ای منطقه لنگرود- تخمین زمین لرزه های سناریو
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.505.2
  
 
محاسبات پیشرو روش Hvsr تحت رویکرد میدان پخشی و وارونسازی پروفیل سرعت موج برشی در ایستگاهی واقع درشهر تهران
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.178.5
  
 
محاسبه سختی جانبی قابهای خمشی بتن مسلح تحت اثر میانقابها و بازشوها
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.228.5
  
 
مدل تحلیلی برای شبیهسازی رفتار گهوارهای پایه پل تابآور مرکزگرا
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مدل تحلیلی رفتار هیسترتیک اتصال تیر به ستون پیش ساخته ی بتنی گروتی- تزریقی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.189.6
  
 
مدلسازی سانتریفیوژی روند توسعه گسلش شیبلغز در ماسه خشک و مرطوب با استفاده از مخزن گسلش جدید
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.150.7
  
 
مروری بر به کارگیری سبکدانه در بتن خودترمیم با باکتری از دیدگاه سازه ای
- صفحه:1-9- DOR:20.1001.2.9819010854.1398.8.1.454.1
  
 
مطالعه موردی سازه پروژه بیمارستان آتیه غرب 2 مجهز به سیستم میرایی اصطکاکی – دورانی
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.158.5
  
 
مقایسه ی رفتار غیرخطی ساختمان های طراحی شده با دو روش نیرویی و تغییرمکانی
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مقایسه پاسخهای لرزهای قابهای خمشی فولادی با و بدون هسته گهوارهای
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.59.6
  
 
مکان یابی ایستگاه های لرزه نگاری با رویکرد تصمیم گیری با معیارهای چندگانه
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مکان یابی بهینه محرک های هیدرولیکی فعال، بر پایه روش بهینه سازی چند هدفه مسابقه طناب کشی، برای کنترل رفتار لرزه ای پل بزرگراه
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.14.1
  
 
مکانیابی مرکز فرماندهی مدیریت بحران زلزله (E.O.C) با استفاده از منطق فازی (مطالعه موردی: منطقه 5 شهرداری تهران)
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.419.6
  
 
منحنی شکنندگی پلهای بزرگراهی چند دهانه با در نظر گرفتن پارامترهای خسارت چندگانه
- صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.329.6
  
 
پاسخ لرزهای سازههای غیرخطی جداسازی شده تحت برخورد
- صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.527.4
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