摘要
文章根据动力时程分析和非线性有限元分析的方法,运用MSC.Marc软件研究了钢筋混凝土框-撑结构的动力反应。对钢筋混凝土框-撑结构和普通钢筋混凝土框架结构进行了对比分析,主要研究了钢筋混凝土框-撑结构的位移、速度、加速度及内力等地震反应能力。
The software of MSC. Marc is used to study the dynamic response of RC frame-braced structure according to the methods of dynamic-force time-history analysis and nonlinear finite element analysis. The behavior of RC frame-braced structure is compared with that of normal frame structure. The earthquake response of RC frame-braced structure is studied, including displacement, velocity, acceleration, and internal force.
出处
《合肥工业大学学报（自然科学版）》
CAS
CSCD
北大核心
2008年第5期782-786,共5页
Journal of Hefei University of Technology：Natural Science
关键词
框-撑结构
框架结构
有限元
动力时程
RC frame-braced structure
normal frame structure
finite element
dynamic-force time-history
