| 钢筋混凝土结构节点设计研究现状 |
| |
| 引用本文： | 林紫峰,袁鸿. 钢筋混凝土结构节点设计研究现状[J]. 山西建筑, 2005, 31(23): 8-9 |
| |
| 作者姓名： | 林紫峰 袁鸿 |
| |
| 作者单位： | 1. 广东工业大学建设学院
2. 暨南大学应用力学研究所 |
| |
| 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。
|
| 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 |
| 文章编号： | 1009-6825(2005)23-0008-02 |
| 修稿时间： | 2005-08-31 |
Research status of node design for reinforced concrete structure |
| |
| LIN Zi-feng,YUAN Hong. Research status of node design for reinforced concrete structure[J]. Shanxi Architecture, 2005, 31(23): 8-9 |
| |
| Authors: | LIN Zi-feng YUAN Hong |
| |
| Affiliation: | LIN Zi-feng YUAN Hong |
| |
| Abstract: | 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 node core region,the design method of node for reinforced concrete frame are summarized and reviewed. |
| |
| Keywords: | reinforced concrete frame node design rule declining pressed bar model truss model |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
