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原文传递 Progressive Collapse Analysis of the Champlain Towers South in Surfside, Florida

题名：	Progressive Collapse Analysis of the Champlain Towers South in Surfside, Florida
正文语种：	eng
作者：	Cosimo Pellecchia;Alessandro Cardoni;Gian Paolo Cimellaro;Marco Domaneschi;Farhad Ansari;Ahmed Amir Khalil
作者单位：	Politecnico di Torino;Politecnico di Torino;Politecnico di Torino;Politecnico di Torino;Univ. of Illinois Chicago;Applied Science International LLC
关键词：	Numerical simulation;Progressive collapse;Structural failure;Applied element method (AEM)
摘要：	Abstract Since the Ronan Point collapse in the UK in 1968, the progressive collapse analysis of residential buildings has gradually drawn the attention of civil engineers and the scientific community. Recent advances in computer science and the development of new numerical methodologies allow us to perform high-fidelity collapse simulations. This paper assesses different scenarios that could have hypothetically caused the collapse of the Champlain Tower South Condo in Surfside, Florida, in 2021, one of the most catastrophic progressive collapse events that has ever occurred. The collapse analysis was performed using the latest developments in the Applied Element Method (AEM). A high-fidelity numerical model of the building was developed according to the actual structural drawings. Several different collapse hypotheses were examined, considering both column failures and degradation scenarios. The analyses showed that the failure of deep beams at the pool deck level, directly connected to the perimeter columns of the building, could have led to the columns’ failure and subsequent collapse of the eastern wing of the building. The simulated scenario highlights the different stages of the collapse sequence and appears to be consistent with what can be observed in the footage of the actual collapse. To improve the performance of the structure against progressive collapse, two modifications to the original design of the building were introduced. From the analyses, it was found that disconnecting the pool deck beam from the perimeter columns could have been effective in preventing the local collapse of the pool deck slab from propagating to the rest of the building. Moreover, these analyses indicate that enhancing the torsional strength and stiffness of the core could have prevented the collapse of the eastern part of the building, given the assumptions and initiation scenarios considered.
出版年：	2024
期刊名称：	Journal of structural engineering
卷：	150
期：	1
页码：	1.1-1.13