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多层RC框架房屋震害预测及抗力指标对比分析
引用本文:左振营,余敏,赵瑞斌. 多层RC框架房屋震害预测及抗力指标对比分析[J]. 天津城市建设学院学报, 2005, 11(1): 10-14
作者姓名:左振营  余敏  赵瑞斌
作者单位:天津城市建设学院,土木工程系,天津,300384
摘    要:对单体多层RC框架房屋震害预测的步骤进行了简述,总结了在震害预测中常用的几种抗力指标,并结合一个算例进行了对比分析,得出了屈服强度系数、延伸率、弹塑性位移角三个抗力指标对同一RC框架房屋震害预测结果基本相同的结论.

关 键 词:RC框架 房屋震害预测 抗震设防 抗力指标 屈服强度系数 延伸率 弹塑性位移角
文章编号:1006-6853(2005)01-0010-05
修稿时间:2004-10-11

Seismic disaster prediction for multi-story RC frame structure building and comparative analysis of resistant indexes
ZUO Zhen-ying,YU min,ZHAO Rui-bin. Seismic disaster prediction for multi-story RC frame structure building and comparative analysis of resistant indexes[J]. Journal of Tianjin Institute of Urban Construction, 2005, 11(1): 10-14
Authors:ZUO Zhen-ying  YU min  ZHAO Rui-bin
Abstract:Steps of seismic disaster prediction for a multi-story RC frame structure building are briefly introduced.Several kinds of resistance indexes commonly used in the seismic disaster prediction are summarized, and a comparative analysis is conducted with a calculated example.It is concluded that the results of seismic disaster prediction to the same RC frame structure building by using three resistance indexes of yield strength coefficient, extensibility and elastic-plastic displacement angle respectively are basically identical.
Keywords:RC frame  seismic disaster prediction of building  earthquake-resistance protection  resistance index  yield strength coefficient  extensibility  elastic-plastic displacement angle
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