摘要
采用反应位移法对地下综合管廊进行抗震计算,考虑了地层和和结构的震动特征及其相互作用关系。通过结合工程实例阐述反应位移法的基本原理,介绍了使用反应位移法计算地震内力的方法。
The Longitudinal anti-seismic calculation with response displacement method havs considered the motion characteristics of formation and structure and their interaction.This paper expounds the basic principle of response displacement method by combining with engineering examples.In addition,it presents the calculation method of seismic internal force with response displacement method.
出处
《工业建筑》
CSCD
北大核心
2013年第S1期559-561,共3页
Industrial Construction
关键词
综合管廊
抗震计算
反应位移法
everall pipe gallery
anti-seismic calculation
response displacement method
