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Effect of vertical stiffeners on the seismic performance of T‐shaped CFST column to steel beam joint

Author(s): (Key Laboratory of New Technology for Construction of Cities in Mountain Area (Ministry of Education) Chongqing University Chongqing 400045 China)
(Key Laboratory of New Technology for Construction of Cities in Mountain Area (Ministry of Education) Chongqing University Chongqing 400045 China)
(Key Laboratory of New Technology for Construction of Cities in Mountain Area (Ministry of Education) Chongqing University Chongqing 400045 China)
(Key Laboratory of New Technology for Construction of Cities in Mountain Area (Ministry of Education) Chongqing University Chongqing 400045 China)
(Department of Civil Engineering The Pennsylvania State University Middletown Pennsylvania 17057 USA)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings
DOI: 10.1002/tal.2131
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/tal.2131.
  • About this
    data sheet
  • Reference-ID
    10784446
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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