摘要
以现有的混凝土梁柱节点受力规律、破坏机制的理论为基础,综合试验的成果及工程实践,并结合现行混凝土结构设计规范,从节点核心区的传力特征和破坏形式出发,对钢筋混凝土框架节点设计方法进行了总结和评述。
Based on existing theory of loading rule and failure mechanism for reinforced concrete beam-column node, combined current experimental achievements, engineering practice with the current design criterion for reinforced concrete structures, and started from force transferring characteristic and failure form of the role core region, the design method of node for reinforced concrete frame are summarized and reviewed.
出处
《山西建筑》
2005年第23期8-8,54,共2页
Shanxi Architecture
关键词
钢筋混凝土框架
节点
设计准则
斜压杆模型
桁架模型
reinforced concrete frame, node, design rule, declining pressed bar model, truss model
