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Seismic performance analysis and evaluation of tall structures using grille‐type steel plate composite shear walls

Author(s): (Department of Disaster Mitigation for Structures, College of Civil Engineering Tongji University Shanghai China)
ORCID (Department of Disaster Mitigation for Structures, College of Civil Engineering Tongji University Shanghai China)
ORCID (Department of Disaster Mitigation for Structures, College of Civil Engineering Tongji University Shanghai China)
(Department of Disaster Mitigation for Structures, College of Civil Engineering Tongji University Shanghai China)
(East China Architectural Design & Research Institute Shanghai China)
(East China Architectural Design & Research Institute Shanghai China)
(China Construction Seventh Engineering Division (Shanghai) Corp. Ltd. Shanghai China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 13, v. 32
DOI: 10.1002/tal.2037
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.2037.
  • About this
    data sheet
  • Reference-ID
    10731244
  • Published on:
    04/08/2023
  • Last updated on:
    04/08/2023
 
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