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.
出处
《山西建筑》
2005年第22期62-63,共2页
Shanxi Architecture
关键词
钢筋混凝土结构
抗震性能
抗推刚度
配筋率
ferroconcrete structure, quake-proof performance, push-proof rigidity, ratio of reinforcement
