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Pier-bents parameterized seismic fragility analysis for regional simply-supported girder bridges based on multi-layer perceptron structural demand models

Author(s): (Bridge Engineering Department, Civil Engineering School, Southwest Jiaotong University, Chengdu, Sichuan, China)
(Bridge Engineering Department, Civil Engineering School, Southwest Jiaotong University, Chengdu, Sichuan, China)
(China Railway Southwest Research Institute Co., LTD, Chengdu, Sichuan, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-23
DOI: 10.1080/15732479.2024.2432620
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: 10.1080/15732479.2024.2432620.
  • About this
    data sheet
  • Reference-ID
    10808171
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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