摘要
通过结构构件抗震和非抗震截面验算公式的比较,针对设计人员进行抗震设计验算所存在的问题,分析了构件承载力抗震调整系数的含义和作用以及规范采用构件承载力抗震调整系数的原因,并结合设计实例论述了正确合理应用构件承载力抗震调整系数的思路与方法。
Through comparing of seismic and non-seismin check formula, aiming at the existing problem of structural seismic design, the present paper analyse the signification of seismic adjustment coefficient of carrying capacity and the reason for adopting this coefficient in the design codes, consequently puts forward the method for correctly comprehending and applying this coefficient by a design case.
出处
《山西建筑》
2008年第25期89-90,共2页
Shanxi Architecture
关键词
抗震调整系数
抗震设计
地震作用
结构设计
seismic adjustment coefficient, seismic design, earthquake effect, strcutural design
