Analytical study of high-rise steel buildings in case of loss of columns

被引：0

作者：

Takada, T. ^{[1
]}

Sasaki, A. ^{[1
]}

Ohi, K. ^{[1
]}

Suzuki, H. ^{[1
]}

Wada, A. ^{[1
]}

机构：

[1] Japanese Soc Steel Construct, Tokyo, Japan

来源：

Stessa 2006 | 2006年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents an analytical investigation into the effect on the redundancy of steel frame structures exerted by the loss of vertical structural members destroyed by aircraft crash and explosions. This examination seeks to estimate the extent of a building's structural redundancy through an elasto-plastic analysis of three-dimensional frames based on the assumption that certain columns of the model building are lost. As a result, it was found that steel structural frames designed using joints with load-carrying capacity will remain standing even when multiple vertical load carrying members are lost because the vertical loads can be redistributed to the remaining vertical structural members.

引用

页码：153 / 159

页数：7

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