世界贸易中心5号大楼的失效分析

K. LaMalva, J. Barnett, D. Dusenberry
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引用次数: 24

摘要

本文描述了2001年9月11日世界贸易中心(WTC) 5号楼因火灾而发生的结构倒塌的分析。假设钢柱-树组件在火灾加热阶段失效。进行了失效分析,以确定在世贸中心塔楼坠落的碎片点燃的火灾中倒塌的建筑框架部分的响应。有限元热应力模型的结果证实了柱树破坏假设。基于该模型,作者得出结论,灾难性的渐进式结构倒塌发生在火灾暴露后约2小时。
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Failure Analysis of the World Trade Center 5 Building
This article describes an analysis of the structural collapse that occurred in World Trade Center (WTC) building 5 due to fire exposure on 11 September 2001. It is hypothesized that the steel column-tree assembly failed during the heating phase of the fire. A failure analysis is performed to determine the response of the portion of the building frame that collapsed during the fire ignited by falling debris from the WTC towers. Results from a finite element, thermal-stress model confirm the column-tree failure hypothesis. Based on this model, the authors conclude that the catastrophic, progressive structural collapse occurred ∼2 hours into the fire exposure.
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来源期刊
Journal of Fire Protection Engineering
Journal of Fire Protection Engineering 工程技术-材料科学:综合
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审稿时长
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