| 外伸端板连接钢框架抗震性能试验研究 |
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| 引用本文： | 张秀华.外伸端板连接钢框架抗震性能试验研究[J].低温建筑技术,2007(6):61-62. |
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| 作者姓名： | 张秀华 |
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| 作者单位： | 东北林业大学土木工程学院,哈尔滨,150040 |
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| 基金项目： | 东北林业大学校科研和教改项目 |
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| 摘 要： | 通过对外伸端板半刚性高强螺栓连接钢框架在低周往复荷载作用下的试验,研究该类型结构的破坏形态、变形性能、骨架曲线、延性等,分析了外伸端板半刚性高强螺栓连接钢框架的受力特点及抗震性能。
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| 关 键 词： | 外伸端板 半刚性连接 抗震性能 |
| 文章编号： | 1001-6864（2007）06-0061-02 |
| 收稿时间： | 2007-10-10 |
| 修稿时间： | 2007年10月10 |
EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF STEEL FRAM CONNECTED WITH EXTEND END PLATE |
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| ZHANG Xiu-hua.EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF STEEL FRAM CONNECTED WITH EXTEND END PLATE[J].Low Temperature Architecture Technology,2007(6):61-62. |
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| Authors: | ZHANG Xiu-hua |
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| Abstract: | Through experiment of steel frame connected with the extend end-plate, semi-rigid connection with high strength bolts under low reversed cyclic loading, several characteristics of such frame, such as failure features, deformation properties, skeleton curves and ductility are studied. The resistance and seismic behaviors of the steel frame is analyzed. |
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| Keywords: | extend end-plate semi-rigid connection seismic behavior |
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