| RC梁SRC柱框架结构抗震破坏机理试验分析 |
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| 引用本文： | 赵静宇,于龙,张玉峰. RC梁SRC柱框架结构抗震破坏机理试验分析[J]. 山西建筑, 2009, 35(28): 63-64 |
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| 作者姓名： | 赵静宇 于龙 张玉峰 |
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| 作者单位： | 1. 沈阳军区司令部工程科研设计院,辽宁,沈阳,110162
2. 沈阳军区司令部营房处,辽宁,沈阳,110001 |
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| 摘 要： | 进行了RC梁SRC柱框架结构在低周期反复荷载作用下的试验分析，通过对破坏现象的研究，分析了抗震受力机理特点，得出该结构能充分发挥材料的力学特性，较之普通混凝土框架有着更好的抗震性能，较之钢骨混凝土框架结构又方便施工，适合在工程建设中推广应用。
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| 关 键 词： | 钢骨混凝土 框架结构 抗震机理 |
On experimental analysis of seismicfailure mechanism for SRC column frame structure of RC beam |
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| ZHAO Jing-yu,YU Long,ZHANG Yu-feng. On experimental analysis of seismicfailure mechanism for SRC column frame structure of RC beam[J]. Shanxi Architecture, 2009, 35(28): 63-64 |
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| Authors: | ZHAO Jing-yu YU Long ZHANG Yu-feng |
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| Affiliation: | ZHAO Jing-yu YU Long ZHANG Yu-feng |
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| Abstract: | The paper has the experimental analysis of SRC column frame structure of RC beam under low cyclic load, analyzes the characteristies of the seismic stressed mechanism according to the research on failures, concludes the structure can better exert the mechanic properties of the materials, has better seismic performance by comparing with some common concrete frame, and can be easily constructed by comparing with the steel reinforced concrete, so it can be applied in engineering construction. |
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| Keywords: | steel reinforced concrete frame structure seismic mechanism |
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