Cable-stayed bridges can be a very effective means of bridging large distances in both
seismic and non-seismic regions. Their design, analysis, and construction can be very …

The spatial variation of seismic ground motions denotes the differences in the seismic time
histories at various locations on the ground surface. This text focuses on the spatial …

Vehicle load may not only cause vertical deformation and vibration of suspension bridge but
also lead to longitudinal deformation and vibration. And the longitudinal behavior is closely …

This study aims at developing appropriate multilevel performance classification of tall RC
bridge piers for seismic design. A new performance classification toward postearthquake …

The concept of performance-based seismic design dates from the 1990s. Several complex
bridges in seismic hazard zones were designed following this concept. The list includes but …

The suspension bridges in mountainous areas are commonly designed with asymmetrical
overall layouts to match the terrain and construction under limited space. However, the …

In this study, a procedure is developed to evaluate and improve the seismic performance of
long‐span suspension bridges based on the performance objectives under the fragility …

As one of the main load-carrying components of cable-stayed bridges, bridge towers are
typically required to remain elastic even when subjected to severe ground motions with a …

随着国内外大跨桥梁特别是跨海桥梁建设的迅速发展, 沉井基础在桥梁基础中所占的比例越来越
大. 虽然沉井基础作为1 种刚性基础具有良好的力学性能, 然而震害实践表明沉井基础在地震 …

In this paper, frequencies of low order vertical modals for three-tower self-anchored
suspension bridge (TSSB) are studied. The first three-tower self-anchored suspension …