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Extreme response to traffic of long-span cable-stayed bridges: comparison with existing traffic load models

Author(s): (Department of Bridge Engineering, Tongji University, Shanghai, China)
(Department of Bridge Engineering, Tongji University, Shanghai, China)
(Department of Civil and Environmental Engineering, Universitat Politècnica de Catalunya (UPC-BarcelonaTech), Barcelona, Spain)
(College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-25
DOI: 10.1080/15732479.2024.2446735
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: 10.1080/15732479.2024.2446735.
  • About this
    data sheet
  • Reference-ID
    10815079
  • Published on:
    03/02/2025
  • Last updated on:
    03/02/2025
 
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