摘要
本文对采用隔震消能体系的抗震结构的地震反应提出一种定量的控制计算理论和方法。这种理论和方法是在结构动力分析、1/4比例的结构模型振动台试验、大批量的结构消能构件的低周疲劳试验的基础上建立的。作者对隔震消能体系的结构地震反应的理论计算值与试验实测值进行了详细对比。作者并提出一套适用于隔震消能体系的抗震结构地震反应控制设计计算公式,该套计算公式可供工程设计采用。
This paper suggests the method of quantitative controlling of structural response for earthquake resistant structures with base isolation and energy dissipation system. This method is based on dynamic analysis, shaking table tests for a 1/4 scale steel frame model and a great number of low cycle fatigue failure tests for energy dissipating elements. A comparison between theoretical results and testing results is made. A set of calculation formulas for quantitative controlling of structural response of the structures with base isolation and energy dissipation system are derived and are able to be used in engineering design for earthquake resistant structures.
出处
《地震工程与工程振动》
CSCD
北大核心
1993年第1期30-39,共10页
Earthquake Engineering and Engineering Dynamics
