Abstract: A modified sliding block analysis, which allows the sliding resistance to be nonlinear visco‐elastoplastic, has been developed to predict deformations of embankments during earthquakes. Contrary to the assumption (of the ...

Abstract: The effectiveness of structural fuse mechanisms used to improve the performance of buildings during seismic loading depends on their capacity, ductility, energy dissipation, isolation, and self-centering characteristics. ...

Abstract: It has been recognized that the ductility demands on a superstructure might be reduced by allowing rocking behavior and mobilization of the ultimate capacity of shallow foundations during seismic loading. However, the ...

Abstract: Current design guidelines for shallow foundations supporting building and bridge structures discourage footing rocking or sliding during seismic loading. Recent research indicates that footing rocking has the potential to ...

Abstract: Dynamic centrifuge modeling was used to study the behavior of two mildly sloping ground models subjected to earthquake loading and liquefaction. The first model consisted of a uniform layer of saturated sand, and the second ...

Abstract: Results from four centrifuge model tests are presented. Three of the model tests involve layered soil deposits subject to base shaking; one model test involves a uniform soil deposit of sand subject to base shaking. The ...

Abstract: The response of a saturated fine sand (Nevada sand No. 120) with relative density