โ Scribed by T. Sawada; W.F. Chen; S.G. Nomachi
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
A parametric study is carried out to evaluate the seismic displacements at the flexible edge of torsionally unbalanced (TU) structural systems. Guidelines are provided to estimate these displacements so that they can be incorporated in the formulation of the displacement-based seismic design approac
In this paper, the seismic stability of slopes reinforced with geosynthetics is analysed within the framework of the pseudo-static approach. Calculations are conducted by applying the kinematic theorem of limit analysis. Different failure modes are considered, and for each analytical expressions are
The serviceability of a slope after an earthquake is controlled by deformations, consequently a stability analysis that predicts slope displacements is desirable. In cohesionless satured slopes the seismic loading may produce an increase in pore pressures, which in turn, reduces signiยฎcantly the ef
A new simplified dynamic analysis method is proposed to predict the seismic sliding displacement of quay walls by considering the variation of wall thrust, which is influenced by the excess pore pressure developed in backfill during earthquakes. The method uses the Newmark sliding block concept and
Current US seismic guidelines indicate that ground acceleration of 0.10g or greater is likely to produce plastic structural response, yet they require that an elastic seismic analysis be performed for all multi-span bridges located in regions deemed likely to sustain such ground acceleration. The re