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Seismic control of a long-span triple-tower suspension bridge using hysteretic steel damper

Author(s): (Key Laboratory of C&PC Structures of Ministry of Education, Southeast University, Nanjing, China)
(School of Civil Engineering, Southeast University, Nanjing, China)
ORCID (Key Laboratory of C&PC Structures of Ministry of Education, Southeast University, Nanjing, China)
(Judicial Big Data Research Center, School of Law, Southeast University, Nanjing, China)
(China Railway 24th Bureau Group Jiangsu Engineering Co., Ltd, Nanjing, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 12, v. 20
Page(s): 1-12
DOI: 10.1080/15732479.2023.2271891
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: 10.1080/15732479.2023.2271891.
  • About this
    data sheet
  • Reference-ID
    10749301
  • Published on:
    14/01/2024
  • Last updated on:
    10/11/2024
 
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