钢筋混凝土结构抗震性能及其分析  

Quake-proof performance of ferroconcrete structure and its analysis

作　　者：尹晓华[1] 刘建海[1] 孙树静[1] 

机构地区：[1]石家庄铁道学院

出　　处：《山西建筑》2005年第22期62-63,共2页Shanxi Architecture

摘　　要：从加强梁柱节点构造、保证足够的抗推刚度、提高构件配筋率三方面分析了钢筋混凝土结构的抗震性能,指出对于钢混结构建筑而言,只有保证合理的设计原则和要求,才能达到抗震的目的。It analyzes quake-proof performance of ferroconcrete structure from strengthening node constitution of beam-column, ensuring pnshproof rigidity and increasing ratio of reinforcement, points out it should ensure reasonable design principle and requirement for steel-mixing structure, which can be earthquake resistance.

关 键 词：钢筋混凝土结构 抗震性能 抗推刚度 配筋率 

分 类 号：TU352.1[建筑科学—结构工程]