| 钢筋混凝土框—桁架结构体系的抗震性能试验研究 |
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| 引用本文： | 李天,易宇.钢筋混凝土框—桁架结构体系的抗震性能试验研究[J].华北水利水电学院学报,1996,17(2):92-96. |
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| 作者姓名： | 李天 易宇 |
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| 作者单位： | [1]郑州工业大学 [2]河南省建筑设计院 |
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| 摘 要： | 本文讨论了在２０层以下的高层建筑用框—桁架结构体系替代框桁架剪力墙结构体系的方案。通过对钢筋混凝土框—桁架结构体系的理论分析和抗震试验研究，表明用框—桁架结构代替框架—剪力墙结构是可行的，框—桁架结构具有良好的抗震性。
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| 关 键 词： | 框—桁架结构 拟动力试验 框架剪力墙结构 |
Experimental Studies on Aseismic Behavior of Reinforced Concrete Frame-truss Structural System |
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| Li Tian\ \ Yi Yu,Deng Xiutai\ \ Li Jie.Experimental Studies on Aseismic Behavior of Reinforced Concrete Frame-truss Structural System[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,1996,17(2):92-96. |
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| Authors: | Li Tian\ \ Yi Yu Deng Xiutai\ \ Li Jie |
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| Affiliation: | Li Tian\ \ Yi Yu Deng Xiutai\ \ Li Jie |
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| Abstract: | In the paper, a new style of structure named as reinforced concrete frame-truss structure system is introduced to replace the frame-shear wall structure system about 20 floors. According to a large amount of the theoretical analysis and the experiment on the frame-truss structure system,it is possible to replace the shear wall of the frame-shear wall structrue by the truss. The frame-truss stuctrue system has someway better property to anti-seismic. |
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| Keywords: | Frame-truss structure\ Quasi-dynamic test\ Frame-shear wall structure |
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