| 型钢混凝土组合结构抗震性能分析 |
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| 引用本文： | 叶飞. 型钢混凝土组合结构抗震性能分析[J]. 国外建材科技, 2007, 28(3): 86-88 |
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| 作者姓名： | 叶飞 |
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| 作者单位： | 武汉理工大学土木工程与建筑学院,武汉,430070 |
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| 摘 要： | 利用有限元结构分析软件SAP2000对相同平面布置的SRC、RC和SRC+RC这3种框架结构进行对比,分析3种结构的抗震性能。结果表明,SRC+RC柱结构具有较好的抗震性能,其性能介于SRC柱结构和RC柱结构之间,在满足经济性的同时,又能提供良好的抗震效果。
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| 关 键 词： | SRC 型钢混凝土 组合结构 抗震 |
| 修稿时间： | 2007-04-06 |
Earthquake Resistant Analysis of Composite Structure for Steel Reinforced Concrete |
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| YE Fei. Earthquake Resistant Analysis of Composite Structure for Steel Reinforced Concrete[J]. Science and Technology of Overseas Building Materials, 2007, 28(3): 86-88 |
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| Authors: | YE Fei |
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| Affiliation: | School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070,China |
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| Abstract: | Using finite element structure analysis software SAP2000 to contrast with SRC, RC and the SRC RC these three kinds of frame structures, We obtain the conclusion about the earthquake resistance behaviors. The results indicated that, the SRC RC column structure has the better earthquake resistance behaviors, and its behavior was situated between the SRC column structure and the RC column structure. While satisfies efficient, it also can provide the better earthquake resistance effect. |
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| Keywords: | SRC steel reinforced concrete composite structure seismic resistance |
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