摘要
本文作者着重介绍并研究了 1 /4比例的组合砌体结构模型的自振频率、振型、阻尼比等项动力性能的实测情况。这对于合理地评价、分析 ,尤其是高宽比较大的组合砌体结构的抗震性能 。
This paper is a part of the experimental study on composite masonry structures.In this paper,dynamic characteristics of the 1/4 scales composite masonry model,including frequency,vibration patters and damping ratio are introduced.These results can be used as a reference for seismic design especially for larger depth width ratio buildings.
出处
《四川建筑科学研究》
2000年第2期1-4,共4页
Sichuan Building Science
关键词
组合砌体结构
动力特性
结构试验
composite structures
dynamic characteristics
structural experiment
