scientia iranica سال:2017 - دوره:24

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scientia iranica
سال:2017 - دوره:24 - شماره:5-A

A one-parameter controlled dissipative unconditionally stable explicit algorithm for time history analysis - صفحه:2307-2319 An adaptive relaxed cellular automata method for reliability-based hydropower operation of reservoirs - صفحه:2294-2306 An anisotropic multi-plane elastic-damage model with axial and shear damage and its application to concrete behavior - صفحه:2202-2212 An experimental study of the seismic behavior of infilled RC frames with opening - صفحه:2271-2282 Assessment of collapse modes in reinforced concrete frames considering record-to-record and modeling uncertainties - صفحه:2213-2226 Attenuation relation for near-field shallow crustal earthquakes using NGA-West2 database with mixed-effect model in comparison with attenuation relations for Iran - صفحه:2183-2201 Axisymmetric active lateral earth pressure for c-Φ soils using the stress characteristics method - صفحه:2332-2345 Comparison of three-dimensional and two-dimensional axisymmetric finite element analyses of a corner section of a tailings dam - صفحه:2320-2331 Effect of steel and concrete coupling beams on seismic behavior of RC frame accompanied with coupled shear walls - صفحه:2227-2241 Innovative analytical solutions to 1, 2, and 3D water infiltration into unsaturated soils for initial-boundary value problems - صفحه:2346-2368 Investigating the experimental behavior of the reinforcements effect on the railway traverse under the dynamic load - صفحه:2253-2261 Optimization of hedging rules for hydropower reservoir operation - صفحه:2242-2252 Reliable seismic collapse assessment of short-period structures using new proxies for ground motion record selection - صفحه:2283-2293 Uncertainty analysis of open channel flow: Stochastic approach to advection-diffusion equation - صفحه:2262-2270