摘要
主要介绍了隔震结构等代体系力学模型的建立过程,方法是先从一般单自由度剪切结构体系的力学模型出发,再在其上附加隔震结构体系的条件,最后导出隔震结构等代体系的力学模型,并对其验证得出了较有意义的结论。
This paper introduces chiefly the process of building the mechanical model of the isolated structure equivalent system. The project is based on the general shear structure of single degree of freedom, add the term of the isolated structure to get the mechanical model of the isolated structure equivalent system and be validated to gain many significant conclusions.
出处
《山西建筑》
2006年第23期8-9,共2页
Shanxi Architecture
关键词
单自由度
等代体系
隔震结构
剪切结构
力学模型
single degree, equivalent system, isolated structure, shear structure, mechanical model