| 钢-混凝土组合剪力墙研究进展 |
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| 引用本文： | 毛鲁宁,于德湖,王培. 钢-混凝土组合剪力墙研究进展[J]. 低温建筑技术, 2019, 41(8): 70-73,77 |
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| 作者姓名： | 毛鲁宁 于德湖 王培 |
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| 作者单位： | 青岛理工大学土木工程学院,山东青岛,266033;青岛理工大学理学院,山东青岛,266033 |
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| 摘 要： | 钢-混凝土组合剪力墙是新兴的抗侧结构构件,能够有效结合钢与混凝土的性能特点,相比钢筋混凝土现浇剪力墙,墙体的承载力、耗能能力、延性都有所改善。为充分研究组合剪力墙的各项性能,国内外专家学者从试验研究、理论分析、数值模拟和参数影响四个方面,证明了组合剪力墙结构具有更强的力学性能。但研究过程中仍有所不足,文中综述近几年对不同构造形式组合剪力墙的分析,展望今后组合剪力墙研究方向。
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| 关 键 词： | 组合剪力墙 试验研究 数值模拟 综述 |
RESEARCH PROGRESS ON STEEL-CONCRETE COMPOSITE SHEAR WALL |
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| MAO Luning,YU Dehu,WANG Pei. RESEARCH PROGRESS ON STEEL-CONCRETE COMPOSITE SHEAR WALL[J]. Low Temperature Architecture Technology, 2019, 41(8): 70-73,77 |
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| Authors: | MAO Luning YU Dehu WANG Pei |
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| Affiliation: | (School of Civil Engineering,Qingdao University of technology, Shandong Qingdao 266033,China;School of Science,Qingdao University of technology,Shandong Qingdao 266033,China) |
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| Abstract: | Steel-concrete composite shear wall is a new type of anti-lateral structure, which can effectively combine the performance characteristics of steel and concrete. Compared with the cast-in-place shear wall, the bearing capacity, energy dissipation capacity and ductility of the wall are improved. In order to fully study the performance of composite shear wall, experts and scholars at home and abroad have proved that composite shear wall structure has stronger mechanical properties from four aspects: experimental study, theoretical analysis, numerical simulation and parameter influence. However, there are still some deficiencies in the research process. This paper summarizes the analysis of composite shear walls with different structural forms in recent years, and looks forward to the future research direction of composite shear walls. |
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| Keywords: | composite shear wall experimental study numerical simulation review |
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