Load Resistance of Masonry Infilled Panels for Steel Frames to Mitigate Progressive Collapse Caused by Middle Column Missing

Author:

Qian Kai,Lan Xi,Deng Xiao-Fang,Fu FengORCID

Publisher

Elsevier BV

Reference42 articles.

1. NIST, Federal building and fire safety investigation of the world trade center disaster: Structural response and probable collapse sequence of world trade center building 7, National Institute of Standards and Technology Report NIST NCSTAR 1-9, 2008.

2. Experimental study on the progressive collapse performance of RC frames with infill walls;Shan;Eng. Struct.,2016

3. Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns;Sasani;Eng. Struct.,2008

4. Study on progressive collapse behaviour of steel-framed substructures with sheathed CFS stud infill walls;Wang;J. Build. Eng.,2021

5. Resistance of reinforced concrete frames with masonry infill walls to in-plane gravity loading due to loss of a supporting column;Brodsky;Eng. Struct.,2017

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