| 带缝钢板-框架体系抗震性能的试验研究 |
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| 引用本文： | G. Cortés. 带缝钢板-框架体系抗震性能的试验研究[J]. 钢结构, 2011, 0(2): 84 |
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| 作者姓名： | G. Cortés |
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| 摘 要： | 带缝钢板-框架体系是一种新型抗震结构,其结构形式为带缝钢板与梁通过螺栓连接,梁与柱铰接。带缝钢板是带有多排垂直裂缝的钢板,从而形成一系列板内受弯构件,可完全抵抗横向荷载,提供刚度和耗能能力。进行带缝钢板-框架体系的试验研究,分为两部分:前一部分研究钢缝板的基本性能,后一部分研究框架中带缝钢板的性能,如:带缝钢板-框架体系性能。详细阐述该体系,并给出试验结果。
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| 关 键 词： | 钢 抗震 建筑 剪力墙 |
Experimental Evaluation of Steel Slit Panel-Frames for Seismic Resistance |
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| Affiliation: | G. Cortés and J. Liu |
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| Abstract: | The steel slit panel-frame is a new system for seismic resistance of buildings.The steel slit panels are bolted to beams which are simply connected to the columns.The steel slit panels are steel plates with rows of vertical slits forming a series of flexural members within the plate.The steel slit panels are designed to resist the entire lateral load and provide all the stiffness and energy dissipation in the system.The steel slit panel-frame system was studied via an experimental program,divided into two s... |
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| Keywords: | Steel Seismic Buildings Shear walls |
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