钢筋混凝土框架结构强柱弱梁的实现  

Realization of Strong Column and Weak Beam of Reinforced Concrete Frame Structure

作　　者：申海洋 

机构地区：[1]山西建筑职业技术学院,山西太原030006

出　　处：《建材技术与应用》2015年第2期19-20,23,共3页Research and Application of Building Materials

摘　　要：框架结构在地震作用下的破坏机制很难实现"强柱弱梁"。从楼板、围护墙和填充墙、梁端负弯矩以及超配筋现象等方面,分析了影响这种受力机制的各种因素,提出了相应的建议。The failure mechanism of frame structure under seismic action is difficult to achieve ＂ strong column and weak beam＂ The author analyzes the various factors affecting the stress mechanism from the floor, enclosure wall and filler wall, beam end negative bending moment and super reinforcement and puts forward the corresponding suggestions.

关 键 词：强柱弱梁 超配筋 塑性内力重分布 

分 类 号：TU375.4[建筑科学—结构工程]