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Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests

Author(s): ORCID (Dept. of Civil Engineering National Taiwan University Taipei Taiwan)
(Dept. of Civil Engineering National Taiwan University Taipei Taiwan)
(Dept. of Civil Engineering National Taiwan University Taipei Taiwan)
(Dept. of Civil Engineering National Taiwan University Taipei Taiwan)
(Dept. of Structural Engineering University of California San Diego USA)
(Dept. of Structural Engineering University of California San Diego USA)
ORCID (Dept. of Civil Engineering Tekirdağ Namik Kemal University Tekirdag Turkey)
(Dept. of Civil and Environmental Engineering University of Michigan Ann Arbor USA)
(Dept. of Civil and Environmental Engineering University of Michigan Ann Arbor USA)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 14, v. 51
Page(s): 3434-3455
DOI: 10.1002/eqe.3730
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.3730.
  • About this
    data sheet
  • Reference-ID
    10690984
  • Published on:
    24/09/2022
  • Last updated on:
    10/12/2022
 
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