摘要
从理论上分析了厂房短柱基础短柱截面如何取值,得到计算厂房短柱截面的公式,用有限元ANSYS分析了多层框架短柱受力情况,并列出常见短柱放大截面表,以期为工程设计人员提供指导。
Theoretically, the paper analyzes how to value the section sizes of the short columns of the short-column foundation of workshops, concludes the formula for calculating the short-column section of workshops, analyzes the stressed status of the multi-frame short-column by using finite element ANSYS, and sums up the amplification table for common short columns, so as to provide the direction for the engineering design personnel.
出处
《山西建筑》
2012年第7期41-42,共2页
Shanxi Architecture
关键词
短柱基础
刚度比
弹性层间位移
弹性层间位移角
short-column foundation, stiffness ratio, inter-story elastic displacement, elastic floor displacement angle