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首页> 外文期刊>Journal of Constructional Steel Research >Progressive collapse analysis of high-rise building with 3-D finite element modeling method
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Progressive collapse analysis of high-rise building with 3-D finite element modeling method

机译:用3-D有限元建模方法对高层建筑进行渐进倒塌分析

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摘要

Using the general purpose finite element package ABAQUS, a 3-D finite element model representing 20 storey buildings were first built in this paper to perform the progressive collapse analysis. Shell elements and beam elements were used to simulate the whole building incorporating non-linear material characteristics and non-linear geometric behavior. The modeling techniques were described in detail. Numerical results are compared with the experimental data and good agreement is obtained. Using this model, the structural behavior of the building under the sudden loss of columns for different structural systems and different scenarios of column removal were assessed in detail. The models accurately displayed the overall behavior of the 20 storey buildings under the sudden loss of columns, which provided important information for the additional design guidance on progressive collapse.
机译:本文首先使用通用有限元程序包ABAQUS,建立了代表20层建筑物的3-D有限元模型,以进行渐进式倒塌分析。壳单元和梁单元用于模拟包含非线性材料特征和非线性几何行为的整个建筑。详细介绍了建模技术。将数值结果与实验数据进行比较,取得了很好的一致性。使用此模型,详细评估了在不同结构系统和不同拆除立柱情况下,立柱突然丢失的情况下建筑物的结构行为。这些模型准确地显示了在突然丢失柱子的情况下20层建筑物的整体性能,为逐步倒塌的其他设计指南提供了重要信息。

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