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Nonlinear model of bridge bearings considering friction effect under horizontal seismic action

Author(s): (People’s Republic of China, Key Laboratory of Performance Evolution and Control for Engineering Structures, Tongji University, Ministry of Education, Shanghai, China)
(School of Civil Engineering, Dalian University of Technology, Dalian, China)
(School of Civil Engineering, Dalian University of Technology, Dalian, China)
ORCID (School of Civil Engineering, Dalian University of Technology, Dalian, China)
(School of Civil Engineering, Dalian University of Technology, Dalian, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 8, v. 27
Page(s): 1303-1312
DOI: 10.1177/13694332241247917
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: 10.1177/13694332241247917.
  • About this
    data sheet
  • Reference-ID
    10770298
  • Published on:
    29/04/2024
  • Last updated on:
    20/09/2024
 
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