| 带开孔梁钢筋混凝土框架拟静力试验研究 |
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| 引用本文： | 吴炎海,程浩德. 带开孔梁钢筋混凝土框架拟静力试验研究[J]. 福州大学学报(自然科学版), 2004, 32(6): 720-723 |
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| 作者姓名： | 吴炎海 程浩德 |
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| 作者单位： | 福州大学土木建筑工程学院,福建,福州,350002 |
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| 摘 要： | 用MTS伺服加载系统对两榀带开孔梁钢筋混凝土框架进行低周反复荷载加载试验,对试件的破坏形态、滞回曲线、延性、耗能能力等抗震性能进行初步研究.试验表明,在合理设计的基础上,梁上孔洞的存在并不会影响钢筋混凝土框架结构的抗震性能.
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| 关 键 词： | 钢筋混凝土 框架结构 开孔梁 抗震性能 拟静力试验 |
| 文章编号： | 1000-2243(2004)06-0720-04 |
| 修稿时间： | 2003-12-18 |
Pseudo-static test study on reinforced concrete frame with openings beam |
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| WU Yan-hai,CHENG Hao-de. Pseudo-static test study on reinforced concrete frame with openings beam[J]. Journal of Fuzhou University(Natural Science Edition), 2004, 32(6): 720-723 |
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| Authors: | WU Yan-hai CHENG Hao-de |
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| Affiliation: | (College of Civil Engineering and Architecture, Fuzhou University, Fuzhou, Fujian 350002, China) |
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| Abstract: | Using the MTS electro-hydraulic hervo structure test system, the pseudo-static test of two reinforced concrete frames with openings beam have been carried out to research failure pattern, dynamic response, hysteresis curves, energy dissipation and rigidity degeneration of RC frame with openings. The results show that the openings do not affect the seismic behavior of reinforced concrete frame based on rational design. |
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| Keywords: | reinforced concrete frame opening beam seismic behavior pseudo-static test |
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