Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/106441
Title: Load-carrying mechanism to resist progressive collapse of RC buildings
Authors: Qian, Kai
Li, Bing
Ma, Jiaxing
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2014
Source: Qian, K., Li, B., & Ma, J. (2014). Load-carrying mechanism to resist progressive collapse of RC buildings. Journal of structural engineering, 141(2), 04014107-.
Series/Report no.: Journal of structural engineering
Abstract: The slew of high profile engineering calamities in the past decade has demonstrated the disastrous consequence of progressive collapse. However, the low probability of such events actually occurring means it is uneconomical to spend extreme resources to design every building against progressive collapse. A more feasible proposition would be to consider alternative fall-back parameters such as secondary load carrying mechanisms that can help to reduce the severity of the collapse, should it actually occur. However, to date, very limited studies have been carried out to quantify the effectiveness of such secondary load carrying mechanisms in resisting progressive collapse, especially membrane actions developed in RC slabs. Therefore, a series of 6 one-quarter scaled specimens were tested and the failure modes, loaddisplacement relationships, load redistribution responses, and strain gauge results are presented herein. The contribution of each mechanism on the load-carrying capacity is discussed. A series of analyses are also carried out to better quantify the findings made in the study.
URI: https://hdl.handle.net/10356/106441
http://hdl.handle.net/10220/24028
DOI: 10.1061/(ASCE)ST.1943-541X.0001046
Rights: © 2014 American Society of Civil Engineers.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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