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Reliability-based assessment of reasonable mid-tower lateral stiffness for a three-tower suspension bridge

Author(s): (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ, Nanjing, China)
ORCID (Ph.D., Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ, Nanjing, China)
(CCCC Highway Bridges National Engineering Research Centre CO., Ltd, Beijing, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 14, v. 26
Page(s): 2621-2635
DOI: 10.1177/13694332231194688
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: 10.1177/13694332231194688.
  • About this
    data sheet
  • Reference-ID
    10735085
  • Published on:
    03/09/2023
  • Last updated on:
    14/01/2024
 
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