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Probabilistic assessment of the rules used to combine peak floor responses of special concentrically braced frames under orthogonal seismic effects

Author(s): ORCID (Key Laboratory of Earthquake Engineering and Engineering Vibration Institute of Engineering Mechanics, China Earthquake Administration Harbin China)
ORCID (Department of Civil Engineering and MOE Key Laboratory of Deep Underground Science Sichuan University Chengdu China)
ORCID (Department of Civil and Environmental Engineering University of California Los Angeles USA)
ORCID (Department of Civil Engineering and MOE Key Laboratory of Deep Underground Science Sichuan University Chengdu China)
(Key Laboratory of Earthquake Engineering and Engineering Vibration Institute of Engineering Mechanics, China Earthquake Administration Harbin China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 15, v. 52
Page(s): 4796-4819
DOI: 10.1002/eqe.3985
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: 10.1002/eqe.3985.
  • About this
    data sheet
  • Reference-ID
    10735045
  • Published on:
    03/09/2023
  • Last updated on:
    14/01/2024
 
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