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Progressive collapse resistance of prestressed concrete frame structures with infill walls considering instantaneous column failure

Author(s): (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
(Central Research Institute of Building and Construction MCC Group Beijing China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
ORCID (College of Civil Engineering Nanjing Forestry University Nanjing China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings
DOI: 10.1002/tal.2175
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.2175.
  • About this
    data sheet
  • Reference-ID
    10801842
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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