scientia iranica سال:2017 - دوره:24

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scientia iranica
سال:2017 - دوره:24 - شماره:6-A

Adaptive mesh-free lower bound limit analysis using non-linear programming - صفحه:2793-2802 Assessment of labor productivity in construction projects using system dynamic approach - صفحه:2684-2695 Current efforts for prediction and assessment of natural disasters: Earthquakes, tsunamis, volcanic eruptions, hurricanes, tornados, and floods - صفحه:2645-2664 Dynamic behavior of large-diameter piles considering liquefaction under clay layer - صفحه:2665-2683 Evaluation of behavior of bucket foundations under pure loading - صفحه:2803-2816 Experimental study on relation between scour and complex 3D ow field - صفحه:2696-2711 Generalized implicit multi-time-step integration for nonlinear dynamic analysis - صفحه:2776-2792 Increasing the flexural capacity of geopolymer concrete beams using partial deflection hardening cement-based layers: A numerical study - صفحه:2832-2844 Modal analysis of two-dimensional beams using parallel finite-element method - صفحه:2762-2775 Modeling labor productivity in construction projects using hybrid SD-DES approach - صفحه:2752-2761 On the evolutionary characteristics of the acceleration records generated from linear time-variant systems - صفحه:2817-2831 Reliability analysis of foundation settlement by stochastic response surface and random finite-element method - صفحه:2741-2751 The effect of gusset plate in moment-rotation behavior of double-web angle connection in braced frames - صفحه:2712-2725 Tubular Web RBS connection to improve seismic behavior of moment-resisting steel frames - صفحه:2726-2740