Anti-collapse performance of concrete-filled steel tubular composite frame with assembled tensile steel brace under middle column removal

Author:

Wang Jing-Xuan,Shen Ya-Jun,Gao Shan,Wang Wen-Da

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. ASCE/SEI 7-10 Minimum design loads for buildings and other structures [S]. Reston, VA: ASCE, 2010.

2. GSA, General Service Administration. Alternate path analysis and design guidelines for progressive collapse resistance[S]. Washington, DC: U.S. 2016.

3. DoD, Department of Defense. Design of buildings to resist progressive collapse: Unified Facilities Criteria UFC 4-023-03 [S]. Washington, DC: U.S. 2016.

4. Research and practice on progressive collapse and robustness of building structures in the 21st century;Adam;Eng Struct,2018

5. Earthquake-induced sidesway collapse resistance of high-rise concrete-filled steel frames subjected to long-period ground motions;Bai;Progress in Steel Building Structures,2021

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