کنفرانس بین المللی زلزله شناسی و مهندسی زلزله سال:1398 - دوره:8 - هشتمین کنفرانس زلزله شناسی و مهندسی زلزله

Fa | Ar | En


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 - صفحه:1-5- DOR:20.1001.2.9819010854.1398.8.1.519.6 بررسی رفتار لرزه‌ای دیوارهای بتن‌آرمه تقویت شده با ورق‌های frp - صفحه:1-8- DOR:20.1001.2.9819010854.1398.8.1.433.0 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 - صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.166.3 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 - صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.487.4 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 - صفحه:1-11- DOR:20.1001.2.9819010854.1398.8.1.321.8 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) - صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.204.1 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 - صفحه:1-6- DOR:20.1001.2.9819010854.1398.8.1.362.9 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 - صفحه:1-7- DOR:20.1001.2.9819010854.1398.8.1.455.2 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 - صفحه:1-10- DOR:20.1001.2.9819010854.1398.8.1.342.9 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