scientia iranica سال:2013 - دوره:20

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scientia iranica
سال:2013 - دوره:20 - شماره:6- A

A new accelerated re y algorithm for size optimization of truss structures - صفحه:1612-1625 An analytical approach to reliability assessment of the shear wave velocity relationship - صفحه:1685-1694 Evaluation of the effect of anisotropic consolidation and principle stress rotation on underained behavior of silty sands - صفحه:1637-1653 Geometrical and material nonlinear analysis of structures under static and dynamic loading based on quadratic path - صفحه:1595-1604 Investigating pore network models as numerical tools to solve steady saturated groundwater ow - صفحه:1662-1675 Mechanical properties of steel ber-reinforced concrete slab tracks on non-ballasted foundations - صفحه:1626-1636 Nonlinear dynamic analysis of a concrete gravity dam considering an elastoplastic constitutive model for the foundation - صفحه:1676-1684 Placement of control devices for passive, semi-active and active vibration control of structures - صفحه:1567-1578 Pulvino and peripheral joint eects on static and seismic safety of concrete arch dams - صفحه:1579-1594 Retrotting I-beam to double-I built-up columnconnections using through plates and T-stiffeners - صفحه:1695-1707 Rheological master curves for modied asphalt binders - صفحه:1654-1661 Safe control of air cushion surge chambers in hydropower systems - صفحه:1605-1611