Behaviour of Fire-Exposed Reinforced Concrete Joints with Varying Anchorage Details Subjected to Exterior Column Removal

Author:

Li ZhiORCID,Tan Yan,Huo JingsiORCID,Liu Yanzhi,Elghazouli Ahmed Y.

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,General Materials Science

Reference33 articles.

1. National Institute Standard and Test (NIST) (2007) Best practices for reducing the potential for progressive collapse in buildings. NISTIR 7396.

2. Sadek F, Main JA, Lew HS, Bao Y (2011) Testing and analysis of steel and concrete beam–column assemblies under a column removal scenario. ASCE J Struct Eng 137(9):881–892.

3. He Q, Yi W (2011) Experimental study of the collapse-resistant behavior of RC beam–column sub-structures considering catenary action. China Civ Eng J 4:52–59 (in Chinese)

4. Yu J, Tan K (2013) Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages. Eng Struct 55(4):90–106.

5. Ren P, Li Y, Lu X, et al (2016) Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam–slab substructures under a middle-column-removal scenario. Eng Struct 118:28–40.

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