摘要
在文献［１］的基础上进一步探讨了石结构体系抗震动力反应分析的计算方法，给出了场地地震条件下结构在使用期间内抗震可靠度的应用实例。定量分析的结果表明，严格地控制结构高度、层数和砂浆强度等级等指标，是提高多层石结构抗震能力的有效措施。
Based on the literature[1], the calculating method of earthquake-resistant dynamic response analysis of stone structure system was discusses further, and it has been given out that an application example of a aseismic reliability of the structure in using period at assigned site. The result from quantitative analysis indicated that to controll strictly the height of structure,storeys of structure,strength of cement mortar and so on is an effective measure to raise seismic resistant capability of multistory stone structure.
出处
《华南地震》
1994年第4期52-58,共7页
South China Journal of Seismology
关键词
抗震
可靠度
石结构
动力反应分析
Aseismic reliability,Stone structure,Random process,Dynamic reaction analysis
