《 随机振动的虚拟激励法》 自1985 年正式发表以来, 逐渐得到许多工程领域的认可和采用,
解决了很多重要而困难的工程问题. 该方法不但被国内某些工程规范所推荐, 而且被3 …

Under the background of strategy impetus of building a strong transportation country, the
construction of bridges across active faults is an inevitable challenge in the development of …

This paper presents the dynamic response analyses of a special long-span cable-stayed
bridge with the main span length of 680 (m) subjected to pulse-type ground motions. The …

This study presents an analytical method to describe the geometry status of the track of a
high-speed rail (HSR) line when the bridges are subjected to different types of lateral …

Abstract The Hybrid Cable-Supported Bridge System (HCSBS), renowned for its exceptional
spanning capabilities, has become a coveted design for sea-crossing structures. Its appeal …

The objective of this paper is to investigate the seismic responses of long-span and
asymmetrical suspension bridges subjected to four intensity level (Small, moderate, huge …

Many very large bridges with high piers and long spans are under rapid construction in
mountainous regions especially in Western China. However, the current seismic design …

This paper presents a probability-based method, based on the design required separation
length, to evaluate the likelihood beyond the required separation length of pounding of …

The composite rigid-frame bridge presented in this study is a new type of structural solution
that combines the steel–concrete composite box girder and the concrete-filled double-skin …

To explore the effect of canyon topography on the seismic response of railway irregular
bridge–track system that crosses a V-shaped canyon, seismic ground motions of the …