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Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows

Author(s): (Key Laboratory of Concrete and Pre‐Stressed Concrete Structure of Ministry of Education Southeast University Nanjing China)
(Department of Disaster Mitigation for Structures Tongji University Shanghai China)
(Department of Disaster Mitigation for Structures Tongji University Shanghai China)
(Department of Disaster Mitigation for Structures Tongji University Shanghai China)
(Department of Disaster Mitigation for Structures Tongji University Shanghai China)
(Department of Disaster Mitigation for Structures Tongji University Shanghai China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 7, v. 31
DOI: 10.1002/tal.1924
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.1924.
  • About this
    data sheet
  • Reference-ID
    10658859
  • Published on:
    17/02/2022
  • Last updated on:
    09/05/2022
 
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