STUDY ON SEISMIC FORCE INTENSITY INDICES TO EVALUATE BUILDING RESPONSES AND DAMAGE

Hirshi KAMBARA; Yasuhiro HAYASHI

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STUDY ON SEISMIC FORCE INTENSITY INDICES TO EVALUATE BUILDING RESPONSES AND DAMAGE

机译：评估建筑物响应和损伤的地震力强度指标的研究

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Abstract: In this paper, we compose a simplified formula based on an equivalent linear analysis method in order to predict nonlinear responses of multi-story buildings. By use of the formula, we discuss the most appropriate seismic force intensity index corresponded with building responses and damage.

机译：摘要：为了预测多层建筑物的非线性响应，我们在等效线性分析方法的基础上组成了一个简化公式。通过使用该公式，我们讨论了与建筑物响应和破坏相对应的最合适的地震力强度指标。

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来源
《日本建築学会构造系論文集》 |2001年第543期|p.69-76|共8页
作者
Hirshi KAMBARA; Yasuhiro HAYASHI;
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原文格式 PDF
正文语种 jpn
中图分类建筑结构;
关键词
Estimation; PGA; PGV;

机译：估计;PGA;PGV;

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8. Seismic Response of Buildings Designed by Code for Different Earthquake Intensities. Optimum Seismic Protection and Building Damage Statistics,Report Number 4, [R] . biggs,john w. grace,peter h. 1979

机译：不同地震强度规范设计的建筑物地震响应。最佳地震保护和建筑物损坏统计，报告编号4，

STUDY ON SEISMIC FORCE INTENSITY INDICES TO EVALUATE BUILDING RESPONSES AND DAMAGE

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