| 钢管混凝土耗能低剪力墙 |
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| 引用本文： | 李惠,徐强,吴波. 钢管混凝土耗能低剪力墙[J]. 哈尔滨建筑大学学报, 2000, 33(2): 18-23 |
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| 作者姓名： | 李惠 徐强 吴波 |
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| 作者单位： | 哈尔滨建筑大学,建筑工程学院,黑龙江,哈尔滨,150090 |
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| 基金项目： | 国家自然科学基金“九五”重大项目(59895410)；国家自然科学基金面上项目(59708010)及黑龙江省归国基金 |
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| 摘 要： | 为改善普通低剪力墙的抗震性能，提出了一种新型耗能低剪力墙即把普通剪力墙沿横向断开，中间以钢管混凝土柱联系。随后，对这种延性墙的主要特点进行了探讨，给出了这种耗能墙的恢复力骨架曲线，讨论了影响该墙抗震性能的主要参数。最后，通过两个算例分析，证明了这种耗能墙具有良好的抗震性能。
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| 关 键 词： | 抗震 剪力墙 耗能 延性 钢管混凝土 |
| 文章编号： | 1006－6780(2000)02－0018－06 |
| 修稿时间： | 1999－04－20 |
Energy dissipated low-rise concrete shear wall with tube filled with concrete |
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| LI Hui,XU Qiang,WU Bo. Energy dissipated low-rise concrete shear wall with tube filled with concrete[J]. Journal of Harbin University of Civil Engineering and Architecture, 2000, 33(2): 18-23 |
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| Authors: | LI Hui XU Qiang WU Bo |
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| Affiliation: | LI Hui,XU Qiang,WU Bo;(School of Civil Engineering & Architecture,Harbin University of Civil Engineering & Architecture,Harbin 150090,China) |
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| Abstract: | In order to improve the earthquake resistant performance of ordinary low - rise concrete shear wall, a new type of low - rise concrete shear wall with tubes filled with concrete is proposed in this paper. The new shear wall is disconnected along landscape orientation and two parts of the wall are connected using tubes filled with concrete. The behavior of the new shear wall is discussed and its skeleton curve is suggested. The characteristics of the new shear wall is compared with that of ordinary low -rise concrete shear wall through numerical examples. |
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| Keywords: | anti-seismic shear wall energy dissipation ductility tube filled with concrete |
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