西安建筑科技大学学报(自然科学版)

波纹钢板剪力墙因其具有较高的耗能能力、刚度、延性和屈曲稳定性,越来越受到研究人员重视.波纹钢板剪力墙构件应用于装配式结构体系中符合现代化建筑发展理念,其具有承载力高和抗屈曲的优势,但因材料为钢材则劣势是不耐火.本文综述了波纹钢板剪力墙参与结构抗震的发展历程,通过已有研究波纹钢板剪力墙中波纹钢板的几何特征、力学性能、组合方式、加劲肋影响和开孔布置等方面,分析各参数变化对结构抗震性能的影响.综述表明:波纹钢板剪力墙结构抗震性能较高,应用前景广阔,对结构碳减与装配式建造有着独特的优势,应从波纹板布置形式及其与边框架连接形式上进一步加强研究,从而提高其抗震性能与结构的稳定性,也为研究者对波纹钢板剪力墙研究提供依据与参考价值.

Corrugated steel plate shear walls have been paid more and more attention by researchers because of their high energy dissipation capacity, stiffness, ductility and buckling stability.The application of corrugated steel plate shear wall components in prefabricated structural systems is in line with the concept of modern building development.It has the advantages of high bearing capacity and buckling resistance, but it is not fire-resistant because the material is steel.This paper summarizes the development history of corrugated steel plate shear walls involved in structural earthquake resistance.Through the existing research on the geometric characteristics, mechanical properties, combination methods, effects of stiffeners, and opening layout of corrugated steel plates in corrugated steel plate shear walls,the influence of various parameters on the seismic performance of the structure is analyzed.The review shows that corrugated steel plate shear wall has high seismic performance, so it has a broad application prospect.It has unique advantages for structural carbon reduction and prefabricated construction.Therefore, the research should be further strengthened from the arrangement of corrugated plate and its connection with the side frame, so as to improve its seismic performance and structural stability, and also provide basis and reference value for researchers to study corrugated steel plate shear wall.

引言
1 波纹钢板形式改变和组合
2 加劲肋作用于波纹钢板
3 波纹钢板的开孔形式
4 结语
5 展望

图1 构件布置图
Fig.1 Component layout

图2 剪力墙部件组成示意<br/>Fig.2 Schematic diagram of shear wall components

图2 剪力墙部件组成示意
Fig.2 Schematic diagram of shear wall components

图3 侧边加劲半圆形波纹钢板墙截面形式及参数<br/>Fig.3 Sectional form and parameters of side-stiffened semi-circular corrugated steel plate wall

图3 侧边加劲半圆形波纹钢板墙截面形式及参数
Fig.3 Sectional form and parameters of side-stiffened semi-circular corrugated steel plate wall

图4 竖向波纹钢板剪力墙不同墙板位置开洞的模型<br/>Fig.4 Model of opening holes in different wallboard positions of vertical corrugated steel plate shear wall

图4 竖向波纹钢板剪力墙不同墙板位置开洞的模型
Fig.4 Model of opening holes in different wallboard positions of vertical corrugated steel plate shear wall

图5 十字加劲波纹钢板剪力墙结构(单位:mm)<br/>Fig.5 Cross-stiffened corrugated steel plate shear wall structure

图5 十字加劲波纹钢板剪力墙结构(单位:mm)
Fig.5 Cross-stiffened corrugated steel plate shear wall structure

图6 波纹板的几何特性<br/>Fig.6 Geometric characteristics of corrugated board

图6 波纹板的几何特性
Fig.6 Geometric characteristics of corrugated board

图7 波纹板开口为圆形和方形<br/>Fig.7 Round and squarecorrugated board openings

图7 波纹板开口为圆形和方形
Fig.7 Round and squarecorrugated board openings

图8 开洞波纹钢板<br/>Fig.8 Corrugated steel plate with holes

图8 开洞波纹钢板
Fig.8 Corrugated steel plate with holes

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备注

引言

1 波纹钢板形式改变和组合

2 加劲肋作用于波纹钢板

3 波纹钢板的开孔形式

4 结语

5 展望

期刊信息