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Seismic Analysis Model of Partially Concrete-Filled Steel Piers Considering Ultralow-Cycle Fatigue Crack Propagation

Author(s): (College of Civil Engineering and Architecture, Zhejiang University of Science & Technology, Hangzhou, Zhejiang, People’s Republic of China)
(College of Civil Engineering and Architecture, Zhejiang University of Science & Technology, Hangzhou, Zhejiang, People’s Republic of China)
(College of Civil Engineering, Tsinghua University, Beijing, People’s Republic of China)
(College of Civil Science and Engineering, Yangzhou University, Yangzhou, Jiangsu, People’s Republic of China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 7, v. 28
Page(s): 1-23
DOI: 10.1080/13632469.2023.2276700
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: 10.1080/13632469.2023.2276700.
  • About this
    data sheet
  • Reference-ID
    10750850
  • Published on:
    14/01/2024
  • Last updated on:
    07/05/2024
 
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