Cable-stayed bridges represent backbones in the infrastructure networks and their adequate
seismic response must be ensured. These structures present complex interactions between …

High-speed railway are mostly long-line structures stretching for several kilometers, and the
seismic response analysis of individual stations cannot accurately determine the overall …

Pushover analysis is common because of its conceptual simplicity and computational
attractiveness in computing seismic demand. Considering that traditional pushover analysis …

This paper presents shaking table studies to evaluate the pile-soil-structure interaction
(PSSI) effects on the seismic responses and dynamic properties of a large-scale full model …

The occurred damages during the past significant earthquakes have proved that vertical
seismic excitation has tremendous effect on bridges. Three-component earthquake …

Although often designed to behave elastically, seismic damage to reinforced concrete (RC)
pylons of cable-stayed bridges have been witnessed in history such as the 1999 Chi-chi …

The transverse seismic behavior of a long-span cable-stayed bridge with two inverted Y-
shaped reinforced concrete towers is investigated in this study. To accomplish this, a 1/35 …

To investigate the efficiency of passive energy dissipation devices in protecting cable-stayed
bridges from severe damage when subjected to high-intensity ground motions, a 1/20-scale …

The focus of this paper is to evaluate the seismic response of a cable-stayed bridge built in
fault zones considering soil-structure interaction (SSI) effects. Bridges crossing fault-rupture …

Kilometer-span cable-stayed bridges usually adopt tall inverted Y-shaped pylons. Such
pylons may behave inelastically under strong transverse seismic excitations. Therefore …