用概率和随机振动概念对耦合剪力墙体系进行地震分析

Proceedings of 3rd International Symposium on Uncertainty Modeling and Analysis and Annual Conference of the North American Fuzzy Information Processing Society Pub Date : 1995-03-17 DOI:10.1109/ISUMA.1995.527736

J. Kuang, J. Puvvala

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引用次数: 1

摘要

在现代地震工程中，耦合剪力墙体系的反应谱在常用的分析方法中起着至关重要的作用。本文在耦合剪力墙自由振动分析和耦合剪力墙动力分析模态叠加法的基础上，提出了一种利用概率振动和随机振动概念，考虑响应谱贡献的耦合剪力墙体系地震分析方法。采用改进的概率振动和随机振动概念确定了耦合剪力墙体系在地震作用下峰值响应的均值和标准差。

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Seismic analysis of coupled shear wall systems using probability and random vibration concepts

In modern earthquake engineering, the response spectrum plays a vital role in commonly used methods of analysis for the coupled shear wall systems. Based on the free vibration analysis of coupled shear walls and the mode superposition method of dynamic analysis of coupled shear walls, an approach is presented in this paper for seismic analysis of coupled shear wall systems with the contribution of response spectrum using probability and random vibration concepts. The modified probabilistic and random vibration concepts are employed to determine the mean and standard deviation of the peak response for a coupled shear wall system subjected to earthquake excitation.

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Proceedings of 3rd International Symposium on Uncertainty Modeling and Analysis and Annual Conference of the North American Fuzzy Information Processing Society

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