| “9·11”世贸大楼坍塌原因数值分析 |
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| 引用本文： | 屈立军. “9·11”世贸大楼坍塌原因数值分析[J]. 中国人民武装警察部队学院学报, 2004, 20(4): 5-7 |
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| 作者姓名： | 屈立军 |
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| 作者单位： | 屈立军（武警学院,消防工程系,河北,廊坊,065000） |
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| 摘 要： | 数值分析表明,"9·11"恐怖袭击事件造成纽约世贸大楼的内部竖向承重钢结构的防火保护层在爆炸中严重脱落,火灾高温使钢材强度大幅度降低,导致着火层群柱失稳,上部巨大的冲击荷载把下层柱逐层压渍,引发连续坍塌.最后对超高层建筑的结构设计提出建议.
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| 关 键 词： | 纽约世贸大楼 钢结构 坍塌 火灾 建议 |
| 文章编号： | 1008-2077(2004)04-0005-03 |
| 修稿时间： | 2004-03-01 |
The numerical analysis on collapse of WTC |
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| QU Li-jun. The numerical analysis on collapse of WTC[J]. Journal of the Chinese People's Armed Police Force Academy, 2004, 20(4): 5-7 |
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| Authors: | QU Li-jun |
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| Abstract: | The numerical analysis indicates that the fire protecting claddings of inner vertical load-bearing steel structure spall off seriously in explosion and the strength of steel reduces in high temperature of the fire, leading to failure of columns in the floor on fire. The upper huge falling loads crush the lower columns one by one, causing incremental collapse. Finally some suggestions on structure design of super high-rise buildings are given. |
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| Keywords: | New York WTC steel structure collapse fire suggestion |
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