The current linear and nonlinear seismic response analysis approaches are based generally on the numerical approximation step-by-step procedures in practice, and huge com [...]

Baihua Bridge, a RC multi-span girder bridge located in the near fault region, collapsed in the curved spans and damaged seriously in the straight spans during the Wenchu [...]

The bridge collapse failure is one of the most serious and ubiquity damages during earthquakes. Firstly, three multi-scale models of concrete continuous girder bridge, si [...]

It has been recognized that effects of the local topographical and geotechnical characteristics are significant on seismic ground motion in the past researches. The terra [...]

Based on the investigation of the earthquake damage of the mobile communication system and its building supporter in Dujiangyan city, the damage phenomena of the mobile c [...]

The differential quadrature element method (DQEM) is applied to computation of the eigenvalues of small amplitude natural vibration for continuous horizontally curved gir [...]

The Hu spectral model, a modified Kanai-Tajimi spectral model for the stationary stochastic process of earthquake ground motion, is analyzed. According to the Hu spectral [...]

A three dimensional finite element model is developed for response analysis of buried pipelines under faults induced by permanent ground deformation, considering the inte [...]