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scientia iranica
سال:2019 - دوره:26 - شماره:1-A
antecedent rainfall induced shallow landslide: a case study of yunnan landslide, china
- صفحه:202-212
application of smoothed finite element method in coupled hydro-mechanical analyses
- صفحه:234-245
determining shear capacity of ultra-high performance concrete beams by experiments and comparison with codes
- صفحه:273-282
discharge and flow field simulation of open-channel sewer junction using artificial intelligence methods
- صفحه:178-187
domain reduction method for seismic analysis of dam-foundation-fault system
- صفحه:145-156
effects of the first reinforcement depth on different types of geosynthetics
- صفحه:167-177
enhanced vibrating particles system algorithm for damage identification of truss structures
- صفحه:246-256
evaluation of peak ground acceleration for the city of kerman through seismic hazard analysis
- صفحه:257-272
experimental evaluation of effective parameters on characteristic curves of hydraulic ram pumps
- صفحه:283-294
influence of masonry panels with openings on the seismic response of reinforced concrete infilled frames
- صفحه:157-166
near-fault effects on the seismic demand of rc buildings in linear and nonlinear analyses
- صفحه:188-201
online seismic database with seismological and structural parameters
- صفحه:224-233
tensile strength parameters controlling of zeolite-cemented sands
- صفحه:213-223
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