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Experimental study on the fire resistance of unprotected concrete-filled steel tubular columns under multi-loading

  • Published:2021-03 Issue: Volume:120 Page:103174
  • ISSN:0379-7112
  • Container-title:Fire Safety Journal
  • language:en
  • Short-container-title:Fire Safety Journal

Author:

Shintani Yusuke,Nishimura Toshihiko,Okazaki Tomohito,Kinoshita Takuya,Ito Hidetoshi,Liew J.Y. Richard

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry

Reference21 articles.

1. Experimental study on fire resistance of unprotected concrete-filled tubular columns subjected to double curvature bending;Nishimura;J. Struct. Constr. Eng. (Transactions of AIJ),2013

2. Fire resistance of concrete-filled steel tubular long columns without fire protection;Working Group for Fire Resistance of Concrete-Filled Steel Tubular Columns Research Committee;AIJ J. Technol. Des.,2002

3. Structural response of World trade center buildings 1, 2 and 7 to impact and fire damage;McAllister;Fire Technol.,2013

4. How did the WTC towers collapse: a new theory;Usmani;Fire Saf. J.,2003

5. Perimeter column boundary conditions in structural fire modelling;Law;Fire Technol.,2016

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