空间KK形相贯节点的试验研究  

Experiment study on space KK-type steel joint

作　　者：陈荣毅[1] 

机构地区：[1]广州市重点公共建设项目管理办公室,广东广州510665

出　　处：《四川建筑科学研究》2008年第5期50-53,共4页Sichuan Building Science

摘　　要：以某重点工程为背景,实施了空间KK形相贯节点在单调加载和反复加载下受力性能的试验研究。详细介绍了试验方案设计和主要试验结果。测试结果表明,本工程设计的空间KK形相贯节点,具有很高的节点承载力和良好的塑性性能。Based on the joint in the project ,the experiment on the mechanics capability of space KK-type steel joint under mono-loading and recycle-loading was carried. The details of the experiment design and main results were elaborated in the paper. The results indicated that the space KK-type steel joint in the project had high carrying capacity and good plasticity.

关 键 词：相贯节点 力学性能 加载系统 节点试验 

分 类 号：O31[理学—一般力学与力学基础]