| 新型钢筋混凝土复合剪力墙抗震性能试验研究 |
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| 引用本文： | 傅秀岱,马峰,杨永哲.新型钢筋混凝土复合剪力墙抗震性能试验研究[J].天津大学学报(自然科学与工程技术版),2000,33(3):336-340. |
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| 作者姓名： | 傅秀岱 马峰 杨永哲 |
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| 作者单位： | :傅秀岱（天津大学建筑工程学院，天津 300072）;马峰（天津大学建筑工程学院，天津 300072） |
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| 摘 要： | 在现有结构体系的基础之上，提出了一种新型格撑式复合剪力墙，通过对二榀格构复合剪力墙和一榀带边框的钢筋混凝土剪力墙的对比试验，着重研究了复合前剪力墙的抗震性能、延性和耗能能力；给出了复合剪力墙的滞回曲线，恢复力计算模型，试验结果表明：这种复合剪力墙具有良好的延性和耗能性能。
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| 关 键 词： | 复合剪力墙 钢筋混凝土 抗震性能 试验 |
| 修稿时间： | 1999-06-02 |
EXPERIMENTAL STUDY OF LATTICE COMPOSING SHEAR WALLS ON SEISMIC PERFORMANCE |
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| FU Xiu-dai,MA Feng,YANG Yong-zhe.EXPERIMENTAL STUDY OF LATTICE COMPOSING SHEAR WALLS ON SEISMIC PERFORMANCE[J].Journal of Tianjin University(Science and Technology),2000,33(3):336-340. |
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| Authors: | FU Xiu-dai MA Feng YANG Yong-zhe |
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| Abstract: | In this paper a novel lattice composing shear wall structure is developed based on the existing structure system,through the contrast test between two pieces of lattice composing shear wall with a piece of shear wall of reinforced concrete with frames,we study the seismic performance,ductility or energy dissipation of the composing shear wall.Results of the test show that the novel lattice composing shear wall has good performances of ductility and energ dissipation,This paper describes hysteresis curse and a restoring force model.The lattice composing shear wall applied in seismic structure makes the structure has several performances of setting up defends. |
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| Keywords: | seismic performane energy dissipation composing shear wall |
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