竖向不规则结构的抗震性能评估

张凯;刘洪兵;王巍峰;刘玮

振动与冲击 ›› 2009, Vol. 28 ›› Issue (7) : 175-178.

PDF(565 KB)
PDF(565 KB)
振动与冲击 ›› 2009, Vol. 28 ›› Issue (7) : 175-178.
论文

竖向不规则结构的抗震性能评估

  • 张凯,刘洪兵,王巍峰,刘玮
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Seismic Performance Evaluation for Vertical Irregular Structure

  • Zhang Kai, Liu Hongbing, Wang Weifeng, Liu Wei
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摘要

摘要:本文基于模态Pushover方法和等强度延性需求谱理论,给出了竖向不规则结构评估的方法和步骤。通过模态Pushover方法,以考虑竖向不规则结构在地震作用下高振型的影响,利用等强度延性需求谱对等效单自由度体系进行计算,得到其延性和位移需求,并转化为多自由度体系的位移需求。利用上述方法对典型的竖向不规则结构算例进行了分析计算,结果表明该方法能够有效应用于竖向不规则结构的计算。

Abstract

Abstract: Based on the modal pushover analysis (MPA) and constant-strength ductility demand spectrum method, the basic solving process of the vertical irregular structure is put forward. Using the modal pushover analysis, the influence of high modes can be taken into account. Using the constant-strength ductility demand spectrum method, the ductility and displacement demand of the equivalent single degree of freedom is obtained, then translate them into the displacement demand of multi degree of freedom system. Using these methods to analyze the examples of typical irregular vertical structures, the results demonstrate that these methods can be used in the calculation of the vertical irregular structure.

关键词

竖向不规则结构 / 模态Pushover方法 / 等效单自由度 / 等强度延性需求谱

Key words

vertical irregular structure / modal pushover analysis / equivalent single degree of freedom / constant-strength ductility demand spectrum method

引用本文

导出引用
张凯;刘洪兵;王巍峰;刘玮. 竖向不规则结构的抗震性能评估[J]. 振动与冲击, 2009, 28(7): 175-178
Zhang Kai;Liu Hongbing;Wang Weifeng;Liu Wei. Seismic Performance Evaluation for Vertical Irregular Structure[J]. Journal of Vibration and Shock, 2009, 28(7): 175-178

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