加设自复位支撑冷弯型钢龙骨剪力墙滞回性能研究

马园泽; 符宇欣; 陈亮; 赵金友; 张文莹; 余少乐

doi:10.13204/j.gyjzG22032903

加设自复位支撑冷弯型钢龙骨剪力墙滞回性能研究

doi: 10.13204/j.gyjzG22032903

1. 北京工业大学工程抗震与结构诊治北京市重点试验室, 北京 100124;
2. 上海天华建筑设计有限公司, 上海 200235;
3. 上海应用技术大学城市建设与安全工程学院, 上海 201418;
4. 中国建筑第八工程局有限公司, 上海 200122

基金项目:

上海市青年科技启明星计划(21QB1406400)。

国家自然科学基金项目(52008008)

北京市教委项目(KM202010005029)

详细信息

作者简介:
马园泽,女,1997年出生,硕士研究生。

通讯作者:
符宇欣,高级工程师,一级注册结构工程师,fuyuxin@thape.com.cn。

计量
- 文章访问数: 53
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- PDF下载量: 3
- 被引次数: 0
出版历程
- 收稿日期: 2022-03-29
- 网络出版日期: 2023-05-25
- 刊出日期: 2023-01-20

Research on Hysteretic Properties of Cold-Formed Steel Framed Shear Walls with Self-Centering Energy Dissipation Braces

1. Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Beijing University of Technology, Beijing 100124, China;
2. THAPE Architecture Planning & Engineering Co., Ltd.,Shanghai 200235, China;
3. School of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai 201418, China;
4. China Construction Eighth Engineering Division Co., Ltd., Shanghai 200122, China

摘要

摘要: 为改善冷弯型钢龙骨剪力墙的抗震性能,提出一种自复位耗能支撑,并对其构造和工作原理进行介绍。通过建立有效的有限元模型,提出了自复位耗能支撑的简化模拟方法。将有、无加设支撑的冷弯型钢剪力墙的滞回曲线进行对比,并对自复位耗能支撑进行变参分析,考察预压力、碟簧刚度和摩擦力对墙体抗震性能的影响。结果表明:加设自复位耗能支撑可以提高墙体的承载力,增强墙体耗能能力和延性,减少结构的残余变形,提高抗震性能;墙体的残余变形随碟簧刚度和预压力增大而减小,随摩擦力增大而增大。
- 冷弯型钢 /
- 剪力墙 /
- 自复位 /
- 耗能支撑 /
- 滞回性能
Abstract: To improve seismic performances of cold-formed steel framed shear walls, a self-centering energy-dissipation brace was proposed, and its configuration and working principle were presented. A finite element analysis model was constructed to study the mechanical properties,a simplified simulation method of self-centering energy-dissipation braces was proposed. The hysteresis curves of cold-formed steel shear walls with or without braces were compared,the variable parameter analysis of self-centering energy dissipation braces was conducted to analyze the effects of preloading, disc spring stiffness and friction on the seismic performance of the wall. The research results showed that adding self-centering energy-dissipation braces could improve the bearing capacity of the wall, enhance the energy dissipation capacity and ductility of the wall, reduce the residual deformation of the structure and improve the seismic performances of the wall;the residual deformation of the wall decreased with increasing disc spring stiffness, and preloading and increased with increasing friction.
- cold-formed steel /
- shear wall /
- self-centering /
- energy-dissipation brace /
- hysteretic property

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参考文献(15)

[1]	LIU F,LI Y Q,SHEN Z Y.Research advances on seismic behavior of low-rise cold-formed thin-walled light-gauge steel residential structural[J].Structural Engineers,2009,25(4):138-144.
[2]	何保康,周天华.多层轻钢住宅课题研究分报告:多层薄板轻钢房屋体系可行性报告(结构部分)[J].住宅产业, 2007(8):43-49.
[3]	YU C, HUANG Z, VORA H D,et al. Cold-formed steel framed shear wall assemblies with corrugated sheet steel sheathing[C]//Proceedings of the Annual Stability Conference, Structural Stability Research Council. 2009:257-276.
[4]	ZHANG W, MAHDAVIAN M, YU C. Different slit configuration in corrugated sheathing of cold-formed steel shear wall[J]. Journal of Constructional Steel Research, 2018, 150:430-441.
[5]	ZHANG W Y, YU C, MAHDAVIAN M. Seismic performance of cold-formed steel shear walls using corrugated sheathing with slits[J/OL]. Journal of Structural Engineering, 2019[2022-03-29] .https://doi.org/10.1061/(ASCE) ST.1943-541X.0002284.
[6]	闫维明,田宇,虞诚.带有延时保护支撑的冷弯薄壁型钢组合墙抗震性能试验研究[J].北京工业大学学报,2020,46(11):1246-1255.
[7]	闫维明,王曼,张文莹.带铅阻尼器冷弯薄壁型钢组合墙抗震性能试验[J].哈尔滨工业大学学报,2020,52(8):10-19.
[8]	宋子文.自复位耗能支撑结构的地震响应分析[D].哈尔滨:哈尔滨工业大学,2010.
[9]	陈曦,徐龙河,肖水晶.碟簧装置恢复力模型及其在自复位RC剪力墙中的应用[J].工程力学,2021,38(9):100-109.
[10]	徐龙河,要世乾.自复位耗能支撑滞回性能试验研宄与有限元分析[J].建筑结构学报,2018,39(11):158-165.
[11]	徐龙河,徐博,刘嘉琳.带自复位耗能支撑钢板剪力墙低周往复荷载试验研究[J].建筑结构学报,2021,42(11):13-20.
[12]	刘飞.冷弯薄壁型钢低层住宅结构体系的抗震性能研究[D].上海:同济大学, 2010.
[13]	THOMAS W H. Concentrated load capacity and stiffness of oriented strand board:calculation versus test[J]. Journal of Structural Engineering, 2002, 128(7):908-912.
[14]	KASAL B,LEICHTI R J.Nonlinear finite element model for light-frame stud walls[J]. Journal of Structural Engineering, 1992,118(11):3122-3135.
[15]	马荣奎.低层冷弯薄壁型钢龙骨体系房屋抗震性能精细化数值模拟研究[D].上海:同济大学,2014.