| 薄钢板剪力墙抗震性能试验研究 |
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| 引用本文： | 苏幼坡,刘英利,王绍杰.薄钢板剪力墙抗震性能试验研究[J].地震工程与工程振动,2002,22(4):81-84. |
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| 作者姓名： | 苏幼坡 刘英利 王绍杰 |
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| 作者单位： | 河北省地震工程研究中心,河北,唐山,063009 |
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| 基金项目： | 河北省自然科学基金资助项目 (5 95 13 7) |
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| 摘 要： | 通过4个薄钢板剪力墙和1个钢筋混凝土框架的试验，研究了薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明，利用薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明，利用薄钢板剪力墙作为抗侧力构件是可行的。在钢筋混凝土框架中设置薄钢板可有效地增加刚度，承载力和耗能性能。
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| 关 键 词： | 薄钢板 剪力墙 抗震性能 低周往复荷载 刚度 承载力 耗能性能 |
| 文章编号： | 1000-1301(2002)04-0081-04 |
Experimental study of anti-seismic behavior of thin steel-plate shear walls |
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| SU You po,LIU Ying li,WANG Shao jie.Experimental study of anti-seismic behavior of thin steel-plate shear walls[J].Earthquake Engineering and Engineering Vibration,2002,22(4):81-84. |
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| Authors: | SU You po LIU Ying li WANG Shao jie |
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| Abstract: | Based on the cyclic testing of five 1:4 scale specimens that include four specimens with varying plate thickness and a reinforced concrete frame, the fundamental principle of seismic behavior of thin steel plate shear walls is discussed. Effective use of thin steel plate shear walls to resist seismic forces is possible. Addition of an unstiffened thin steel plate to a reinforced concrete frame gives the system a substantial increase in stiffness, load carrying capacity, and energy absorption. |
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| Keywords: | shear walls thin steel plate seismic behavior low cycling loads |
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