摘要
通过密肋壁板轻框结构房屋构件、整体模型的试验研究和理论分析 ,得到了结构的变形特征及其动力特性。分析了模型房屋及构件在各种效应作用下的受力特性、破坏机制 ,以及结构的承载能力、延性及耗能能力。
Through a series of tests and theoretical analyses of the model house and structural members,multi ribbed wall slab with outer frame structure′s deformation and dynamic characteristics were acquired.The model house and its members′mechanical characteristics and failure mechanisms were anlyzed,as well as its bearing capacity,ductility and energy of dissipation.Designing methods of structure and aseismic tectonic measures are proposed.
出处
《工业建筑》
CSCD
北大核心
2003年第1期20-22,31,共4页
Industrial Construction
基金
国家自然科学基金资助项目 (5 0 0 780 45 )
陕西省教育厅重点专项基金资助项目 (99JK2 11)
关键词
密肋壁板轻框结构
结构性能
承载力
结构设计
抗震
structure of multi ribbed wall slab with light weight outer frame\ structural properties\ designing method
