The cross‐sea bridges play an important role to promote the development of regional
economy. These bridges located in earthquake‐prone areas may be subjected to severe …

This work is devoted to the analysis of the vibratory response of High-Speed (HS) multi-track
railway bridges composed by simply-supported spans. In particular, it aims to investigate the …

This paper presents results from numerical simulations validated by experimental results
related to the effects of dynamic soil-structure interaction (DSSI) on the dynamic response of …

Past earthquakes have repeatedly demonstrated that skewed bridges are more vulnerable
to earthquake-induced failure than straight bridges because of their complex, irregular …

Focusing on a small radius curved bridge, a s e r i o u s o f shaking table tests and
corresponding numerical finite element analyses were conducted for a 1/16 scaled curved …

Seismic response of the pile-supported structure is strongly affected by soil–pile interaction
(SPI) because the depth, properties and density of the layered soil differ for every place. In …

It is well known that skewed bridges with seat-type abutments are more vulnerable to
unseating during strong earthquakes than straight bridges of the same length, due to …

Skew bridges induce inherently coupled bending and torsion response. The actual
relevance of this coupling for the dynamic response under moving loads such as those …

A fixed base is generally assumed in various dynamic response analyses and the design of
bridges. However, soil–foundation flexibility and energy absorption and radiation by the soil …

This study investigates the seismic performance of a seismically isolated soil-pile-structure
system incorporating the effects of isolation system, soil layers of low stiffness and strength …