| 框架节点抗震构造措施 |
| |
| 引用本文： | 刘立明.框架节点抗震构造措施[J].基建优化,2007,28(3):84-86. |
| |
| 作者姓名： | 刘立明 |
| |
| 作者单位： | 新疆喀什地区建筑勘察设计院,喀什,844000 |
| |
| 摘 要： | 框架节点是结构传力的驱纽,应具有足够的强度和必要的延性.本文以框架节点的抗震设计基本理论为基础,针对工程应用中对规范、图集理解上存在的具体问题,详细地阐述了各类框架节点的抗震构造措施及特殊情况下的处理方法.
|
| 关 键 词： | 框架节点 锚固 搭接 抗震构造措施 |
| 文章编号： | 1000-7717(2007)03-0084-03 |
| 修稿时间： | 2007年2月10日 |
Briefing on the Anti- seismic Structure Measuring of Frame Nodes |
| |
| LIU Li-ming.Briefing on the Anti- seismic Structure Measuring of Frame Nodes[J].Optimization of Capital Construction,2007,28(3):84-86. |
| |
| Authors: | LIU Li-ming |
| |
| Abstract: | frame mode,as the hinge of force transferring,should have enough strength and necessary ductility.based on the frame node seismic structure measuring for various kinds of frame nodes and treatment methods under special conditions are expatiated. |
| |
| Keywords: | frame nodes anchoring overlap anti-seismic structure measuring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
