Volume 22 Issue 6
Dec.  2022
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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2022  >  22(6): 25-45
JIA Jun-feng, WEI Bo, DU Xiu-li, GUO Bin-li, GUO He. Research progress of seismic resilient girder bridges at home and abroad from WCEE[J]. Journal of Traffic and Transportation Engineering, 2022, 22(6): 25-45. doi: 10.19818/j.cnki.1671-1637.2022.06.002
Citation: JIA Jun-feng, WEI Bo, DU Xiu-li, GUO Bin-li, GUO He. Research progress of seismic resilient girder bridges at home and abroad from WCEE[J]. Journal of Traffic and Transportation Engineering, 2022, 22(6): 25-45. doi: 10.19818/j.cnki.1671-1637.2022.06.002
shu

Research progress of seismic resilient girder bridges at home and abroad from WCEE

doi: 10.19818/j.cnki.1671-1637.2022.06.002
  • 1.

    Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China

  • 2.

    CCCC Infrastructure Maintenance Group Co., Ltd., Beijing 100102, China

  • 3.

    CCCC Road and Bridge Inspection and Maintenance Co., Ltd., Beijing 101399, China

Funds:

National Natural Science Foundation of China 52178449

More Information
  • Author Bio:

    JIA Jun-feng (1982–), male, born in Fugou, Henan Province, professor at Beijing University of Technology, PhD in engineering. He is engaged in research on bridge seismic resistance. E-mail: jiajunfeng@bjut.edu.cn

    DU Xiu-li (1962–), male, born in Guang'an, Sichuan Province, academician of the Chinese Academy of Engineering, professor of Beijing University of Technology, PhD in engineering. E-mail: duxiuli@bjut.edu.cn

  • Received Date: 2022-07-28
  • Publish Date: 2022-12-25
    Abstract
  • The relevant research progress of seismic resilient girder bridges presented on the 16th and 17th World Conference on Earthquake Engineering (WCEE) was sorted and summarized. Specifically, the latest research progress of post-tensioned prestressed rocking self-centering girder bridges and other novel seismic resilient girder bridge systems was analyzed. The research on the application of high-performance materials in resilient girder bridges was summarized, and the engineering application of self-centering girder bridges at home and abroad was outlined. The research on the replaceable devices, such as self-centering energy dissipation devices and displacement-limiting devices, in seismic resilient girder bridge structures was presented. The seismic performance of girder bridge structures with additional replaceable devices was discussed. The evaluation methods for the seismic resilience of a single girder bridge and that of a bridge network were reviewed. The research orientation and development trend of seismic resilient girder bridge structures were explored. Research results show that, the post-tensioned prestressed self-centering girder bridges with additional replaceable energy dissipation devices are the most widely studied seismic resilient girder bridge structures, and a number of demonstration projects have been completed. The performance of this type of structure in strong earthquakes remains to be verified by actual earthquakes. In terms of replaceable devices, new structures and new configurations of replaceable devices should be developed by availing high-performance materials. On this basis, reasonable technologies for connecting such devices with bridges and seismic design methods can be investigated. In addition, the completed girder bridges in China are faced with outstanding issues in developing seismic resilience evaluation methods, capacity enhancement technologies, and design theories for existing girder bridge structures under consideration of the influences of multiple factors, such as performance degradation and demand increase.

     

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