| SRC柱RC梁框架结构抗震机制试验分析 |
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| 引用本文： | 赵静宇,于龙,宋长青. SRC柱RC梁框架结构抗震机制试验分析[J]. 山西建筑, 2006, 32(24): 64-65 |
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| 作者姓名： | 赵静宇 于龙 宋长青 |
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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建设办公室,辽宁沈阳 110001 |
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| 摘 要： | 研究了SRC柱RC梁框架在低周期反复荷载作用下的试验，通过对破坏过程和具体破坏现象的分析，得出该结构形成了有利于结构抗震的梁铰侧移机制，框架的延性明显优于普通钢筋混凝土结构，是一种比较好的抗震结构形式。
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| 关 键 词： | 钢骨混凝土 框架 抗震机制 |
| 文章编号： | 1009-6825(2006)24-0064-02 |
| 修稿时间： | 2006-06-24 |
Experimental study on earth-quake resistant mechanism of frame structure with SRC column and RC beam |
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| ZHAO Jing-yu,YU Long,SONG Chang-qing. Experimental study on earth-quake resistant mechanism of frame structure with SRC column and RC beam[J]. Shanxi Architecture, 2006, 32(24): 64-65 |
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| Authors: | ZHAO Jing-yu YU Long SONG Chang-qing |
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| Affiliation: | ZHAO Jing-yu YU Long SONG Chang-qing |
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| Abstract: | Experimental study is made on frame structure with SRC column and RC beam under the action of low-frequency cyclic load.Failure process analyses show this structure is beneficial to lateral displacement of column hinge in earth-quake resistance.Ductility of this structure is superior to ordinary reinforced concrete structure,which is good aseismic structure. |
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| Keywords: | steel reinforced concrete frame earth-quake resistant mechanism |
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