| 新型方钢管混凝土框架节点抗震性能试验研究 |
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| 引用本文： | 于旭,刘伟庆,葛卫.新型方钢管混凝土框架节点抗震性能试验研究[J].地震工程与工程振动,2004,24(6):79-82. |
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| 作者姓名： | 于旭 刘伟庆 葛卫 |
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| 作者单位： | 南京工业大学,土木工程学院,江苏,南京,210009;南京工业大学,土木工程学院,江苏,南京,210009;南京工业大学,土木工程学院,江苏,南京,210009 |
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| 基金项目： | 江苏省建设厅科技基金项目(JS200214) |
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| 摘 要： | 本文介绍了新型方钢管混凝土柱与钢梁节点在低周反复荷载作用下的试验结果，研究了内填混凝土、加劲肋长度和梁柱相对尺寸等对节点抗震性能的影响，并提出了有关的设计建议。
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| 关 键 词： | 方钢管混凝土柱 节点 低周反复荷载试验 抗震性能 |
| 文章编号： | 1000-1301(2004)06-0079-04 |
Experimental study on seismic behaviors of a new type of frame joint between concrete-filled rectangular steel tubular columns and steel beams |
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| Yu Xu,Liu Weiqing,Ge Wei.Experimental study on seismic behaviors of a new type of frame joint between concrete-filled rectangular steel tubular columns and steel beams[J].Earthquake Engineering and Engineering Vibration,2004,24(6):79-82. |
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| Authors: | Yu Xu Liu Weiqing Ge Wei |
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| Abstract: | Test results of a new type of joint between concrete-filled rectangular steel tubular columns and steel beams under reversed cyclic loads are presented in this paper. The seismic behaviors of frame joints are affected by concrete cores, length of stiffener and relative dimensions of column to beam. The relative design suggestions are proposed. |
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| Keywords: | concrete-filled rectangular steel tubular columns steel beam joint reversed cyclic loads test seismic behavior |
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