Seismic performance and control methods of end span uplift for long-span rigid-frame bridges subjected to near-fault ground motions

Author:

Tong Lei,Wang Dong-Sheng,Sun Zhi-Guo,Shi Fan,Dai Jian-Cheng

Funder

Institute of Engineering Mechanics, China Earthquake Administration

China Earthquake Administration

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference51 articles.

1. Local site effects on a high-pier railway bridge under tridirectional spatial excitations: nonstationary stochastic analysis;Jia;Soil Dyn Earthq Eng,2013

2. Nonlinear seismic analysis of a high-pier, long-span, continuous RC frame bridge under spatially variable ground motions;Li;Soil Dyn Earthq Eng,2018

3. Continuous reinforced concrete rigid-frame bridges in China;Wang;Pract Period Struct Des Constr,2019

4. The investigation of seismic bridge damage in the Wenchuan Earthquake;Chen,2012

5. Specifications for seismic design of highway bridges;MTPRC (Ministry of Transport of the People’s Republic of China),2020

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