The elastic response spectrum method under severe earthquakes is employed to verify the ultimate bearing capacity of transfer truss.

In view of many limitations in evaluating elasto-plastic deformations of structures by using elastic response spectrum in aseismatic design code for buildings,this paper proposes that elasto-plastic responses of structures under the action of exceptionally serious earthquakes are directly calculated by applying elasto-plastic response spectrum.

A numerical analysis method for elastic-plastic seismic response of concrete block masonry is presented based on open system for earthquake engineering simulation system(OpenSees).

Study on elasto-plastic seismic response and computational collapse of large-space brick-concrete composite structures;

Time history analysis of elasto-plastic seismic response of a single-layer three-span subway station with arched cross section and island platform has been carried out using finite element software MSC.

In this article,five actual high rise buildings and twenty earthquake records are selected to further study the inelastic seismic responses of tall buildings.

Applacation of magnetorheological damper to nonlinear seismic response control of adjacent structures;