Earthquake ground motions may vary significantly at multiple supports of long-span bridges,
such as cable-stayed bridges, due to the incoherence, wave-passage, and site-response …

To explore the influence of spatially varying ground motion on the dynamic behavior of a
train passing through a three-tower cable-stayed bridge, a 3D train–track–bridge coupled …

Long-span cable-stayed bridge is a prevalent bridge type for sea-crossing passages and
occupies an essential role in the transportation system. Non-uniform excitations significantly …

This study focused on the influence of SVGM on the vulnerability of an ultra-high tower cable-
stayed bridge. Components and system vulnerability analysis of the bridge with longitudinal …

This paper presents a generalized reduced-order nonlinear model subjected to multi-
support seismic excitation. The hysteretic, nonlinear, relationship of piers is …

Spatial variation of seismic ground motions is caused by incoherence effect, wave passage,
and local site conditions. This study focuses on the effects of spatial variation of earthquake …

The effects of ground-motion spatial variability on the seismic vulnerability of a floating cable-
stayed bridge with 420-m long main span are investigated using component and system …

This study addresses the critical need to understand the seismic behavior of cable-stayed
bridges under Multi-Support Excitation (MSE) in order to mitigate earthquake-induced …

Multiple support excitations (MSE) have been implemented to investigate their effects on the
dynamic response of large-span cable-stayed bridges due to earthquake-related hazards …

Since defining ground motions is crucial for reliable analysis of structural responses, it is
vital to select coherency model when conducting seismic analyses of extended structures …