Previous earthquake events have shown that the vertical component of strong ground
motion has been proved to damage or totally destroy the structures. But in seismic resistant …

In this study, the demountable-metallic-corrugated-shear-panel damper (DCSPD) were
investigated experimentally and numerically. Based on the quasi-static cyclic loading …

Architectural aspects of buildings, such as the shape of the plan, play an important role in
defining the seismic behavior of the building and the future damages structural and non …

This study investigates the various effects of Soil-Structure Interaction (SSI) on the seismic
behavior of steel frames with Steel Plate Shear Wall (SPSW) lateral resisting systems. Nine …

A nonlinear three-dimensional finite element model is employed to investigate the seismic
performance and failure mechanism of a subway station. The interaction between subway …

The asymmetrical high‐rise building investigated in this paper is composed of a 299.1‐m‐
high tower and a 235.2‐m‐high tower, which are diagonally and rigidly connected by two …

With an increase in the width of the steel gabled frame (SGF) span, in general, the structural
mass considerably increases, as a result of which the vertical ground motions can exert …

Vertical seismic excitations (VSEs) could induce severe damage to building structures and
infrastructural facilities, especially to those with large-spans or long cantilevers. Thus, there …

Abstract Eurocode 8 (Part 1) and Indian Standard IS 1893 (Part 1) recommend accounting
for the impact of vertical earthquakes on structures with large overhangs, but they do not …