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双钢板组合剪力墙的抗震性能影响因素分析
引用本文:曾祥威,麦哲豪. 双钢板组合剪力墙的抗震性能影响因素分析[J]. 四川建材, 2021, 0(1): 50-51
作者姓名:曾祥威  麦哲豪
作者单位:广州大学土木工程学院;广州大学教育学院
摘    要:双钢板-混凝土组合剪力墙是一种由外包钢板和内填混凝土组成的组合结构,它能结合钢板和混凝土两种材料的力学特性,具有高强度、高刚度、高延性、抗冲击性良好、和施工高效等良好性能特点.本文主要对国内外专家学者对该种类型的剪力墙研究成果进行归纳总结,并分析了影响其抗震性能的主要因素,主要包括连接方式、轴压比、混凝土厚度、混凝土强...

关 键 词:双钢板  剪力墙  抗震性能  影响因素

Analysis of influence factors on seismic performance of double steel plate composite shear wall
Zeng Xiangwei,Mai Zhehao. Analysis of influence factors on seismic performance of double steel plate composite shear wall[J]. Sichuan Building Materials, 2021, 0(1): 50-51
Authors:Zeng Xiangwei  Mai Zhehao
Affiliation:(School of Civil Engineering,Guangzhou University,Guangzhou 510006,China;School of Education,Guangzhou University,Guangzhou 510006,China)
Abstract:double steel plate concrete composite shear wall is a kind of composite structure composed of steel plate and concrete.It can combine the mechanical properties of steel plate and concrete,and has the characteristics of high strength,high stiffness,high ductility,good impact resistance,and high construction efficiency.This paper summarizes the main research results of concrete wall,including the thickness of concrete,shear ratio and the main influence factors.It is expected to provide suggestions for the research and design of double steel plate concrete composite shear wall and promote its application.
Keywords:double steel plate  shear wall  seismic performance  influencing factors
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