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Impact of the structural system type on the seismic fragility of a multi-tower cable-stayed bridge

Author(s): (Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions, Beijing University of Civil Engineering and Architecture, Beijing, China)
(Graduate School of Human-Environment Studies, Kyushu University, Fukuoka, Japan)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
ORCID (School of Civil Engineering, Central South University, Changsha, China)
(School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, China)
(School of Civil Engineering, Central South University, Changsha, China)
(Multi-Functional Shaking Tables Laboratory, Beijing University of Civil Engineering and Architecture, Beijing, China)
(Beijing Guodaotong Highway Design & Research Institute Co., Ltd., Beijing, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-15
DOI: 10.1080/15732479.2024.2424908
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/15732479.2024.2424908.
  • About this
    data sheet
  • Reference-ID
    10808172
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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