[1]许新颖,陈宗平,张冯霖,等.T形双波纹钢板混凝土组合剪力墙抗震性能试验研究[J].地震工程与工程振动,2021,41(03):176-189.[doi:10.13197/j.eeev.2021.03.176.xuxy.018]
 XU Xinying,CHEN Zongping,ZHANG Fenglin,et al.Experimental study on seismic behavior of T-shaped double skin profiled composite shear wall[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2021,41(03):176-189.[doi:10.13197/j.eeev.2021.03.176.xuxy.018]
点击复制

T形双波纹钢板混凝土组合剪力墙抗震性能试验研究
分享到:

《地震工程与工程振动》[ISSN:/CN:]

卷:
41
期数:
2021年03
页码:
176-189
栏目:
论文
出版日期:
2021-06-30

文章信息/Info

Title:
Experimental study on seismic behavior of T-shaped double skin profiled composite shear wall
作者:
许新颖1 陈宗平12 张冯霖1 唐际宇1
1. 广西大学 土木建筑工程学院, 广西 南宁 530004;
2. 广西大学 工程防灾与结构安全教育部重点实验室, 广西 南宁 530004
Author(s):
XU Xinying1 CHEN Zongping12 ZHANG Fenglin1 TANG Jiyu1
1. College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China;
2. Key Laboratory of DisasterPrevention and Structural Safety of Ministry of Education, Guangxi University, Nanning 530004, China
关键词:
T形双波纹钢板混凝土组合剪力墙轴压比波纹形状拟静力试验抗震性能
Keywords:
T-shaped double skin profiled composite shear wallaxial load ratiocorrugated shapequasi-static testseismic behavior
分类号:
P315.9
DOI:
10.13197/j.eeev.2021.03.176.xuxy.018
摘要:
为研究T形双波纹钢板混凝土组合剪力墙的抗震性能,以轴压比、波纹钢板形式、翼缘宽度和剪跨比为变化参数,完成了5个试件的拟静力加载试验。基于试验中观测的破坏形态和滞回曲线,对T形双波纹钢板混凝土组合剪力墙的破坏规律和抗震性能进行了分析。试验结果表明:在低周反复荷载作用下试件破坏形态表现为压屈和受拉破坏,破坏发生在腹板端柱底部,滞回曲线呈捏拢的S形,具有非对称性;波纹形状对试件整体抗震性能影响不大;随着轴压比的提高,核心混凝土的约束作用得到加强,水平承载力提升较大,破坏时位移减小,延性变差;增大翼缘宽度可以减小强度退化程度;减小剪跨比可以显著提高试件的初始刚度和水平承载力,但耗能能力变差。
Abstract:
To study the seismic behavior of T-shaped double skin profiled composite (DSPC) shear wall, a quasi-static experiment for five specimens was carried out. The parameters included the axial load level, corrugated shape, flange width and shear span ratio. Based on observing failure phenomena and lateral load-displacement hysteretic curves, the failure law and seismic behavior of DSPC shear wall were analyzed. Experimental results indicated that the failure patten of specimens present as tensile failure and buckling failure, the failure occurred at the bottom of the column at the edge of the wed; the hysteretic curves are unsymmerical and show a pinched “S”.corrugated shape has no obvious influence on the seismic behavior of the specimens;with the increase of axial load level, the restrainting effect of core concrete is strengthened, the lateral bearing capacity increases greatly, the displacement at failure and the ductility coefficient decrease significantly;increasing the flange width can inhibit the strength degradation; reducing the shear span ratio can significantly improve the initial stiffness and lateral bearing capacity of the specimens,but the energy consumption capacity becomes worse.

参考文献/References:

[1] LIEW J Y, SOHEL K M A. Structural performance of steel-concrete-steel sandwich composite structures[J]. Advances in Structural Engineering, 2010, 13(3):453-470.
[2] LIN C, HUSSAM M, SHI-MIN TONG, et al. Seismic behavior of double steel plate-HSC. composite walls[J]. Engineering Structures, 2015, 102(1):1-12.
[3] 汪士也, 陈丽华, 娄宇, 等.双钢板混凝土组合剪力墙抗震性能试验研究及数值模拟[J]. 地震工程与工程振动, 2020, 40(4):216-226. WANG Shiye, CHEN Lihua, LOU Yu, et al. Experimental study and numerical simulation on double skin composite walls[J].Earthquake Engineering and Engineering Dynamics,2020,40(4):216-226.(in Chinese)
[4] 林荣深, 陈麟, 童师敏, 等.双钢板高强混凝土试件联肢剪力墙抗震性能分析[J]. 地震工程与工程振动, 2015, 35(1):157-166. LIN Rongshen, CHEN Lin, TONG Sinmin, et al. Seismic behavior of double steel plate high strength concrete composite coupled shear wall[J].Earthquake Engineering and Engineering Dynamics,2015,35(1):157-166.(in Chinese)
[5] 凡民, 聂建国, 樊健生. 高轴压比下中高剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2013, 34(4):91-98. BU Fanmin, NIE Jianguo, FAN Jiansheng. Experimental study onseismic behavior of medium and high shear-spanratio composite shear wall with double steel platesand infill concrete under high axial compressionratio[J]. Journal of Building Structures, 2013, 34(4):91-98.(in Chinese)
[6] 刘鸿亮, 蔡健, 杨春, 等. 带约束拉杆双层钢板内填混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2013, 34(6):84-92. LIU Hongliang, CAI Jian, YANG Chun, et al. Experimental study on seismic behavior of composite shear wall with doublesteel plates and infill concrete with binding bars[J]. Journal of Building Structures, 2013, 34(6):84-92.(in Chinese)
[7] 朱立猛, 周德源, 赫明月. 带约束拉杆钢板-混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2013, 34(6):93-102. ZHU Limeng, ZHOU Deyuan, HE Mingyue, et al.Experimental research on seismic behavior of composite concreteand steel plate shear walls with binding bars[J]. Journal of Building Structures, 2013, 34(6):93-102.(in Chinese)
[8] 李盛勇, 聂建国, 刘付钧, 等. 外包多腔钢板-混凝土组合剪力墙抗震性能试验研究[J]. 土木工程学报, 2013, 46(10):26-38. LI Shengyong, NIE Jianguo,LIU Fujun, et al. Experimental studyon aseismicbehavior of concrete filled double steel plate composite shear walls[J]. China Civil EngineeringJournal, 2013, 46(10):26-38.(in Chinese)
[9] WRIGHT H D. The axial load behavior of composite walling[J]. Journal of Constructional steel Research, 1998, 45(3):353-375.
[10] ANWAR HOSSAIN K M, WRIGHT H D. Experimental and theoretical behaviour of composite walling under in-plane shear[J]. Journal of Constructional Steel Research, 2004, 60(1):59-83.
[11] ANWAR HOSSAIN K M, WRIGHT H D.Performance of double skin profiled composite shear walls-Experiments and design equations[J]. Canadian Journal of Civil Engineering,2004, 31(2):204-217.
[12] MYDIN M AO, WANG Y C. Structural performance of lightweight steel-foamed concrete-steel composite walling system under compression[J]. Steel Construction, 2011, 49(1):66-76.
[13] PRABHA P, MARMUTHU V, SARAVANAN M, et al. Effect of confinement on steel-concrete composite light-weight load-bearing wall panels under compression[J]. Journal of Constructional Steel Research, 2013, 81:11-19.
[14] HILO S J, WAN H W B, OOSMAN S A, et al. Effect of Rectangular Cold-Formed Steel on the Behavior of Double-Skinned Profiled Steel Sheet InFilled with Concrete under Axial Load[J]. Int’l Journal of Advances in Agricultural & Environmental Engg., 2014, 1(2):192-197.
[15] 王凯杰. 双层波纹钢板-混凝土组合剪力墙抗震性能研究[D]. 天津:天津大学, 2017. WANG Kaijie.Seismic Behavior of Double-skin Corrugated Composite Shear Wall[D]. Tianjin:TianjinUniversity, 2017.(in Chinese)
[16] EOM T S, PARK H G, LEE C H, et al. Behavior of double skin composite wall subjected to in-plane cyclic loading[J]. Journal of Structural Engineering, 2009, 135(10):1239-1249.
[17] 王月明. T型双钢板-混凝土组合剪力墙抗震性能试验研究[D]. 南宁:广西大学, 2018. WANG Yueming.Experimental Study on Seismic Performance of T-shaped Double Steel Plate Concrete Composite Shear Wall[D]. Nanning:Guangxi University, 2018.(in Chinese)
[18] 张晓萌. 钢管束组合剪力墙抗震性能试验及理论研究[D].天津:天津大学, 2016. ZHANG Xiaomeng.Experimental Study and Theoretical Analysis on Seismic Performance of Composite Shear Wall with Steel Tubes and Filled Concrete[D]. Tianjin:TianjinUniversity, 2016.(in Chinese)
[19] ZHANG Xiaomeng, QIN Ying, CHEN Zhihua, et al. Experimental behavior of innovative T-shaped composite shear walls under in-plane cyclic loading[J]. Journal of Constructional Steel Research, 2016,120:143-159.
[20] GB50010-2010混凝土结构结构设计规范[S]. 北京:建筑工业出版社, 2010. GB500010-2010 Code for Design Concrete Structures[S]. Beijing:China Architecture & Building Press, 2010.(in Chinese)
[21] 朱伯龙. 结构抗震试验[M]. 北京:地震出版社, 1989. ZHU Bolong. Structural Seismic Test[M].Beijing:Seismological Press, 1989.(in Chinese)
[22] 韩林海. 钢管混凝土结构:理论与实践[M]. 北京:科学出版社, 2007. HAN Linhai.Concrete Filled Steel Tubular Structures-theory and Practice[M]. Beijing:Science press, 2007.(in Chinese)
[23] JGJ/T101-2015建筑抗震试验方法规程[S]. 北京:建筑工业出版, 2015. JGJ/T101-2015 Specification of Testing Methods for Earthquake Resistant Building[S]. Beijing:China Architecture & Building Press, 2015. (in Chinese)
[24] 唐久如. 钢筋混凝土框架节点抗震[M].南京:东南大学出版社, 1989. TANG Jiuru.Seismic Resistance of Jointa in Reinforced Concreti Frames[M]. Nanjing:Southeast University Press, 1989.(in Chinese)

相似文献/References:

[1]王德斌,李宏男.应变率对钢筋混凝土柱动态特性的影响[J].地震工程与工程振动,2011,31(06):067.
 WANG Debin,LI Hongnan.Effects of strain rate on dynamic behavior of reinforced concrete column[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2011,31(03):067.
[2]曹万林,范燕飞,张建伟,等.型钢混凝土剪力墙的抗震性能研究[J].地震工程与工程振动,2007,27(02):081.
 FAN Yanfei,CAO Wanlin,ZHANG Jianwei,et al.Research on seismic performance of steel reinforced concrete shear walls[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2007,27(03):081.
[3]曹万林,范燕飞,张建伟,等.不同轴压比下内藏钢桁架混凝土组合剪力墙抗震研究[J].地震工程与工程振动,2007,27(04):042.
 CAO Wanlin,FAN Yanfei,ZHANG Jianwei,et al.Experimental study on seismic behavior of high-rise RC shear wall with concealed steel truss in different axial-load ratios[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2007,27(03):042.
[4]郑廷银,沈宁,陈志军,等.蜂窝状钢骨混凝土L形柱抗震性能的试验研究[J].地震工程与工程振动,2009,29(04):113.
 ZHENG Tingyin,SHEN Ning,CHEN Zhijun,et al.Experimental study on seismic behavior of honeycomb steel-reinforced concrete L-shaped column[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2009,29(03):113.
[5]王英,郑文忠,吴丽洁,等.砖砌体结构房屋砖墙竖向轴压比限值研究[J].地震工程与工程振动,2013,33(06):152.
 WANG Ying,ZHENG Wenzhong,WU Lijie,et al.Research on the limit values of vertical axial compression ratios of brick walls in masonry structures[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2013,33(03):152.
[6]程浩德,房贞政,周翔.考虑轴压比影响的预应力混凝土扁梁框架内节点抗震性能试验研究[J].地震工程与工程振动,2005,25(04):099.
 Cheng Haode,Fang Zhenzheng,Zhou Xiang.Effect of axial force ratio on seismic behavior of inner joints of prestressed concrete flat-beam frame[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2005,25(03):099.
[7]李学平,吕西林,郭少春.反复荷载下矩形钢管混凝土柱的抗震性能Ⅰ:试验研究[J].地震工程与工程振动,2005,25(05):095.
 Li Xueping,Lü Xilin,Guo Shaochun.Seismic behavior of CFRT columns under cyclic loadingⅠ:expermiental study[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2005,25(03):095.
[8]张国军,吕西林,白国良.周期反复荷载作用下高轴压比框架柱抗震性能的试验研究[J].地震工程与工程振动,2005,25(06):070.
 Zhang Guojun,Lü Xilin,Bai Guoliang.Experimental study on seismic behavior of frame columns with high axial load ratio subjected to low cyclic loads[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2005,25(03):070.
[9]汪明栋,王铁成,于庆荣,等.轴压比对中等高度LC结构剪力墙抗震性能的影响[J].地震工程与工程振动,2006,26(04):096.
 Wang Mingdong,Wang Tiecheng,Yu Qingrong,et al.Effect of axial compression ratio on seismic behavior of reinforced light-weight concrete shear walls[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2006,26(03):096.
[10]张善稳,王修信.Pushover加载模式对圆形双柱墩地震反应的影响[J].地震工程与工程振动,2015,35(03):094.[doi:10.13197/j.eeev.2015.03.94.zhangsw.012]
 ZHANG Shanwen,WANG Xiuxin.Effects of pushover analysis load patterns on seismic responses of the circular double-column piers[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2015,35(03):094.[doi:10.13197/j.eeev.2015.03.94.zhangsw.012]

备注/Memo

备注/Memo:
收稿日期:2020-07-26;改回日期:2020-10-27。
基金项目:国家自然科学基金项目(51268004,51578163);广西八桂学者专项研究项目(2019〔79〕);广西科研基地与人才团队项目(AD21075031)
作者简介:许新颖(1995-)男,硕士研究生,主要从事钢和混凝土组合结构研究.E-mail:xuxinying1995@163.com
通讯作者:陈宗平(1975-)男,教授,博士,主要从事钢和混凝土组合结构研究.E-mail:zpchen@gxu.edu.cn
更新日期/Last Update: 1900-01-01