摘要
本文通过对 192个试验样本的底框结构抗震性能进行试验研究 ,采用多种多因素相关性分析 ,得到一致结论 ,在影响底框结构抗震性能诸因素中 ,按其影响大小依次为 :地震烈度、横向抗震墙数、纵向跨数、建筑层数、横向跨数、高宽比。
In this paper,192 shaking experiments of multi-stories of RC frame in first story have been studied.By vary correlativity analysis with multi-factor,the fact has been found in the all factors affecting shaking properties from heavier to lighter they are earthquake intensity,transverse shaking walls,long spans,stories,transverse spans,height-width ratio.Therefore,The method has been applied in shaking for structure design. [
出处
《建筑技术开发》
2001年第9期3-4,49,共3页
Building Technology Development
基金
四川省科委资助课题
