scientia iranica سال:2018 - دوره:25

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scientia iranica
سال:2018 - دوره:25 - شماره:1-A

a new method for three dimensional stability analysis of earth slopes - صفحه:129-139 a virtual blind spot identification system (vibsim) for construction projects - صفحه:109-117 an algorithmic framework for improving the performance of the critical chain buffer sizing method - صفحه:74-92 determination of target time for endurance time method at different seismic hazard levels - صفحه:33-49 differential quadrature method for two-dimensional unsaturated water ow - صفحه:65-73 investigation of wind-induced response of uid-solid coupling system for high bent-type aqueduct - صفحه:50-64 mean bed shear stress estimation in a rough rectangular channel using a hybrid genetic algorithm based on an artificial neural network and genetic programming - صفحه:152-161 numerical investigation of the static behavior of stepped soil nail walls - صفحه:140-151 optimum design of castellated beams: effect of composite action and semi-rigid connections - صفحه:162-173 performance evaluation of rc beam-column joints with different bonding interfaces - صفحه:11-21 period formula for rc frame buildings considering infill wall thickness and elasticity modulus - صفحه:118-128 specimen preparation methods for artificially cemented sand in simple shear and hollow cylinder apparatuses - صفحه:22-32 the dependence of conditional spectra on the choice of target periods - صفحه:1-10 the root causes of construction project failure - صفحه:93-108