This paper summarizes a sophisticated field investigation of the seismic damage to a
continuous rigid frame bridge. Cracking and deformation of main girder, failure of bearings …

This study proposes an efficient optimization framework for the earthquake-resistance
system of continuous skew overpasses based on a cost-related objective function. The cable …

In-depth understanding of spatial displacement at girder end of long-span railway steel
bridges is vital to the design of bridge expansion joint (BEJ). And the performance …

Near-fault ground motions generally contain long-period velocity pulses and release huge
energy. Severe earthquake damage has been observed in bridges subjected to near-fault …

Expansion joints render bridge structures highly vulnerable to damage during strong ground
motions. Failures of expansion joints triggered by earthquakes not only jeopardize the post …

Horizontally curved bridges have more complex seismic behavior than straight bridges and
have been more vulnerable to earthquakes. The present study aimed to evaluate the …

为了研究拉索模数伸缩缝对一座30 斜交角的三跨混凝土斜交连续梁桥抗震性能的影响,
利用理论易损性分析方法分析了脉冲地震动和无脉冲地震动作用下拉索模数伸缩缝的减震效果 …

According to the characteristics of continuous beam bridges, the relative displacement is too
large to collision or even girder falling under earthquakes. A device named Cable-sliding …

With the construction of power distribution networks, a large amount of various types of data
has accumulated, including automation and information technology system data as well as …

Pounding and unseating have been repeatedly observed during severe earthquakes.
Residual displacement between adjacent components may have already existed after the …