| 带缝空心钢筋混凝土剪力墙的抗震性能试验研究 |
| |
| 引用本文： | 许淑芳,冯瑞玉,张兴虎,李守恒,范仲暄,姜维山. 带缝空心钢筋混凝土剪力墙的抗震性能试验研究[J]. 西安建筑科技大学学报(自然科学版), 2002, 34(2): 112-115,164 |
| |
| 作者姓名： | 许淑芳 冯瑞玉 张兴虎 李守恒 范仲暄 姜维山 |
| |
| 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. 乌鲁木齐市建委,新疆乌鲁木齐,836500 |
| |
| 摘 要： | 通过两种不同配筋方案的四榀带缝空心钢筋混凝土剪力墙模型的拟静力试验，探讨了这种剪力墙的破坏机理和变形特征。试验证明：带缝剪力墙由于破坏机理改变使其延性及变形能力提高。同时指出：改变带咯条带的边部配筋，可使墙体抗剪承载力不降低而其延性与变形能力均得到提高。
|
| 关 键 词： | 带缝空心钢筋混凝土剪力墙 破坏机理 延性 变形能力 |
| 文章编号： | 1006-7930(2002)02-0112-05 |
An experimental study on the aseismic behavior of slit hollow shear wall of reinforced concrete |
| |
| XU Shu-fang ,FENG Rui-yu ,ZHANG Xing-hu ,LI Shou-heng ,FAN Zhong-xuan ,JIANG Wei-shan. An experimental study on the aseismic behavior of slit hollow shear wall of reinforced concrete[J]. Journal of Xi'an University of Architecture & Technology, 2002, 34(2): 112-115,164 |
| |
| Authors: | XU Shu-fang FENG Rui-yu ZHANG Xing-hu LI Shou-heng FAN Zhong-xuan JIANG Wei-shan |
| |
| Affiliation: | XU Shu-fang 1,FENG Rui-yu 2,ZHANG Xing-hu 1,LI Shou-heng 2,FAN Zhong-xuan 2,JIANG Wei-shan 1 |
| |
| Abstract: | Based on the pseudo-static test of four slit hollow shear wall models of reinforced concrete with different steel bar,the failure mechanism and deformation feature are discussed.The ductility and deformation behavior are advanced.With change of steel bar model the shear carrying capacity is not reduced,as compared to slit non-hollow shear wall of reinforced concrete. |
| |
| Keywords: | slit hollow shear wall of reinforced concrete failure mechanism ductility and deformation behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
