|
|||||
|
|
| 外包钢混凝土框架现浇边节点抗震性能试验研究 | |
| 引用本文： | 吴涛,白国良,刘伯权. 外包钢混凝土框架现浇边节点抗震性能试验研究[J]. 西安建筑科技大学学报(自然科学版), 2002, 34(4): 338-341 |
| 作者姓名： | 吴涛 白国良 刘伯权 |
| 作者单位： | 1. 西安建筑科技大学土木工程学院,陕西,西安,710055 2. 长安大学,陕西,西安,710064 |
| 摘 要： | 通过三件外包钢混凝土框架边节点的试验，以柱轴压比，梁角钢布置形式及配钢率等为主要参数，研究了现浇外包钢混凝土框架边节点在高轴压比条件下的节点抗震性能和角钢受力特点，在分析的基础上给出了此类节点抗剪承载力计算公式。 |
| 关 键 词： | 试验 外包钢混凝土 框架边节点 抗震性能 |
| 文章编号： | 1006-7930(2002)04-0338-04 |
| 修稿时间： | 2002-05-19 |
Experimental study on seismic behavior of wrapped steel concrete frame exterior joints |
|
| WU Tao ,BAI Guo liang ,LIU Bo quan. Experimental study on seismic behavior of wrapped steel concrete frame exterior joints[J]. Journal of Xi'an University of Architecture & Technology, 2002, 34(4): 338-341 | |
| Authors: | WU Tao BAI Guo liang LIU Bo quan |
| Affiliation: | WU Tao 1,BAI Guo liang 1,LIU Bo quan 2 |
| Abstract: | Three specimens of wrapped steel concrete exterior joints which varied in compression ratio and the form of angel steel in beam is put to test and process of failure bearing mechanism as well as the seismic behavior under the highaxial compression ratio are investigated. Based on the analyses, the paper put forward with the calculating equation of bearing capacity. |
| Keywords: | wrappedsteel concrete frame exterior joints seismic behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |