| 半刚接框架-非加劲钢板墙体系抗震试验研究 |
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| 引用本文： | 张文强,郝际平,解琦,于金光,郭宏超,田炜峰.半刚接框架-非加劲钢板墙体系抗震试验研究[J].世界地震工程,2010,26(4). |
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| 作者姓名： | 张文强 郝际平 解琦 于金光 郭宏超 田炜峰 |
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| 作者单位： | 西安建筑科技大学土木工程学院,陕西,西安,710055 |
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| 基金项目： | 国家自然科学基金项目(50878181); 2009年高等学校博士学科点专项科研基金项目(20096120110004) |
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| 摘 要： | 半刚接钢框架-内填非加劲薄钢板剪力墙结构是一种新型结构形式,它弥补了传统抗弯钢框架侧向刚度不足的缺点,为采用更加经济的半刚性节点提供了可能,目前国内外对该新型结构体系性能研究属刚起步阶段,因此对该结构体系的研究具有重要的理论和实际意义。文中对一榀两层单跨梁柱平齐端板连接半刚性框架-内填非加劲薄钢板剪力墙结构进行了低周往复循环加载拟静力试验,在试验中,试件破坏过程缓慢,钢板墙拉力带充分发育,试验得出的滞回环饱满,表明该新型结构体系具有优异的抗震性能,从而为今后对该新型结构体系做更深入的分析研究打下了良好基础。
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| 关 键 词： | 半刚性连接钢框架 钢板剪力墙 滞回性能 |
Experimental study on seismic behavior of semi-rigid steel frame——non-stiffened thin steel plate shear wall structure |
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| ZHANG Wenqiang,HAO Jiping,XIE Qi,YU Jinguang,GUO Hongchao,TIAN Weifeng.Experimental study on seismic behavior of semi-rigid steel frame——non-stiffened thin steel plate shear wall structure[J].World Information On Earthquake Engineering,2010,26(4). |
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| Authors: | ZHANG Wenqiang HAO Jiping XIE Qi YU Jinguang GUO Hongchao TIAN Weifeng |
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| Institution: | ZHANG Wenqiang,HAO Jiping,XIE Qi,YU Jinguang,GUO Hongchao,TIAN Weifeng(College of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China) |
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| Abstract: | A semi-rigid steel framenon-stiffened thin steel plate shear wall is a new type of structural system which increases the lateral stiffness of traditional moment resistant steel frame,so that this new type of structure provides the opportunity to use semi rigid connection which is more economical.Currently,international and domestic research of the new type of structural system is still in the primary stage,and the study on the structural system is of great theoretical and realistic significant.The experimen... |
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| Keywords: | semi-rigid connection steel frame steel plate shear wall hysteretic behavior |
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