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Necessity investigation of tie-down devices for single-pylon cable-stayed bridges to resist near-fault earthquakes with finite element models updated by vibration measurements

Author(s): (Department of Civil and Construction Engineering, National Yunlin University of Science and Technology, Yunlin, Taiwan)
(Department of Civil and Construction Engineering, National Yunlin University of Science and Technology, Yunlin, Taiwan)
(Graduate School of Engineering Science and Technology, National Yunlin University of Science and Technology, Yunlin, Taiwan)
(Department of Civil and Construction Engineering, National Yunlin University of Science and Technology, Yunlin, Taiwan)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-16
DOI: 10.1080/15732479.2023.2225053
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: 10.1080/15732479.2023.2225053.
  • About this
    data sheet
  • Reference-ID
    10732467
  • Published on:
    04/08/2023
  • Last updated on:
    04/08/2023
 
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