To elucidate the effect of canyon topography on dynamic response of a bridge, an analytical
model for a simply supported bridge crossing a symmetric or non‐symmetric V‐shaped …

The role of soil-structure interaction (SSI) in the seismic response of structures is reex-plored
using recorded motions and theoretical considerations. Firstly, the way current seismic …

A significant number of cases of damage to piles and pile-supported structures during
earthquakes have been observed, but few instrumented records of the response and …

The paper provides state-of-the-art information on the following aspects of seismic analysis
and design of spread footings supporting bridge piers:(1) obtaining the dynamic stiffness …

Signal analysis techniques (supervised-type learning filter in combination with a Chebyshev
filter) constrained and tested by independent accelerometer data were used to process …

The passage of seismic waves through the soil surrounding a pile imposes lateral
displacements and curvatures on the pile, thereby generating 'kinematic'bending moments …

A three-dimensional method of analysis is presented for the seismic response of structures
constructed on pile foundations. An analysis is formulated in the time domain and the effects …

This paper presents a two-dimensional advanced nonlinear FE model of an actual bridge,
the Humboldt Bay Middle Channel (HBMC) Bridge, and its response to seismic input …

Soil-structure interaction (SSI) phenomena are typically studied in the frequency-domain
using the substructure approach, involving several simplifications. In this study, SSI effects …

The paper focuses on the effects of Soil-Structure Interaction (SSI) in seismic fragility
analysis of reinforced concrete (RC) bridges, considering the vulnerability of multiple critical …