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scientia iranica
سال:2014 - دوره:21 - شماره:5- A
A parametric study of seismic response in anchored steel tanks with endurance time method
- صفحه:1608-1619
Adaptive node moving refnement in discrete least squares meshless method using charged system search
- صفحه:1529-1538
An improved Firefly algorithm with harmony search scheme for optimiziation of water distribution systems
- صفحه:1591-1607
Analytical reliability assessment of liquefaction potential based on cone penetration test results
- صفحه:1549-1565
Assessment of statistical variations in experimental impact resistance and mechanical properties of silica fume concrete
- صفحه:1577-1590
Identification of homogeneous regions and regional frequency analysis for Turkey
- صفحه:1492-1502
Nonlinear seismic response of concrete gravity dams due to foundation fault movement
- صفحه:1539-1548
Numerical simulation of the flow under sluice gates by SPH model
- صفحه:1503-1514
Road safety performance evaluation and policy making by data envelopment analysis: A case study of provincial data in Iran
- صفحه:1515-1528
Safety evaluation of shallow tunnel based on elastoplastic-viscoplastic analysis
- صفحه:1480-1491
Seat width requirement for skewed bridges under seismic loads
- صفحه:1471-1479
effects of intermediate principal stress parameter on cyclic behavior of sand
- صفحه:1566-1576
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