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装配式建筑剪力墙结构抗震性能分析

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为深入分析装配式建筑剪力墙结构的抗震性能,文中对比分析3 种剪力墙结构试件的荷载-位移曲线、刚度退化曲线、延度性能以及耗散性能.结果表明,随着加载位移的增加,装配式剪力墙承受的荷载水平表现为先近似线性增加,然后快速降低再缓慢降低的变化规律;装配式剪力墙的刚度退化曲线呈现出近似正态分布的的变化规律;柱截面结构尺寸越小,装配式剪力墙的延性性能越好,轴压比越大,装配式剪力墙的延性性能越好;柱截面尺寸越大,装配式墙体结构试件的屈服性能越强,轴压比越小,装配式墙体结构试件的屈服性能越强.
Analysis of Seismic Performance of Prefabricated Shear Wall Structures
In order to deeply analyze the seismic performance of prefabricated shear wall structures,the load-displacement curves,stiffness degradation curves,ductility properties and dissipation properties of three kinds of shear wall structures were compared in this paper.The re-sults show that with the increase of loading displacement,the load level of the assembled shear wall increases approximately linearly at first,then decreases rapidly and then slowly.The stiffness degradation curve of the prefabricated shear wall shows an approximate normal distribu-tion.The smaller the section size of the column,the greater the ductility and axial compression ratio,the greater the ductility of the prefabrica-ted shear wall.The larger the column section size,the stronger the yield performance of the prefabricated wall structure specimen,the smaller the axial compression ratio,the stronger the yield performance of the prefabricated wall structure specimen.

Prefabricated buildingShear wallSeismic performanceDuctility propertyDissipative property

王徐林

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仁怀市城市开发建设投资经营有限公司,贵州 仁怀 564500

装配式建筑 剪力墙 抗震性能 延性性能 耗散性能

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(7)