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Correlation Analysis of Ground Motion Duration Indexes and Nonlinear Seismic Responses of a Long-span Continuous Rigid-Frame Bridge with High-Rise Piers

Author(s): ORCID (School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
(School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
(School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
(School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
(Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education, Shijiazhuang Tiedao University, Shijiazhuang, China)
(School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 13, v. 26
Page(s): 1-21
DOI: 10.1080/13632469.2021.1961927
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: 10.1080/13632469.2021.1961927.
  • About this
    data sheet
  • Reference-ID
    10624748
  • Published on:
    26/08/2021
  • Last updated on:
    10/12/2022
 
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