Collapse behavior and performance improvement methods of multi-story composite frames with different span ratios

Author:

Tan Zheng,Zhong Wei-hui,Meng Bao,Zheng Yu-hui,Duan Shi-chao,Gao Yao

Funder

Scientific Research Plan Projects of Shaanxi Education Department

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference49 articles.

1. GSA, General Service Administration, Alternate Path Analysis and Design Guidelines for Progressive Collapse Resistance, Washington, DC, 2013.

2. DoD, Department of Defense, Design of Buildings to Resist Progressive Collapse: Unified Facilities Criteria UFC 4–023–03. Washington, DC, 2016.

3. EN 1991–1-7, Eurocode 1: Actions on structures, part 1–7: General actions-Accidental actions, European Committee for Standardization, Brussels, 2006.

4. Experimental and numerical investigation on the anti-progressive collapse performance of fabricated connection with CFST column and composite beam;Zheng;Eng Struct,2022

5. Collapse resistance of composite beam-column assemblies with unequal spans under an internal column-removal scenario;Zhong;Eng Struct,2020

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