格栅管式双钢板组合剪力墙结构滞回性能研究

李云; 刘洋; 张先龙; 贺傅江山; 冯若强

doi:10.13204/j.gyjzG21081212

格栅管式双钢板组合剪力墙结构滞回性能研究

doi: 10.13204/j.gyjzG21081212

1. 中建七局(上海)有限公司, 上海 201800;
2. 东南大学土木工程学院, 南京 211189

详细信息

作者简介:
李云,男,1992年出生,工程师。电子信箱:1018987081@qq.com。

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出版历程
- 收稿日期: 2021-08-12

Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls

1. China Building 7 Bureau(Shanghai) Co., Ltd., Shanghai 201800, China;
2. School of Civil Engineering, Southeast University, Nanjing 211189, China

摘要

摘要: 为研究格栅管式双钢板组合剪力墙在强震下的滞回性能,建立了可考虑格栅管式双钢板组合剪力墙构件中混凝土塑性损伤和钢板延性损伤累计的ABAQUS有限元模型,研究该结构在水平往复荷载作用下的滞回曲线、骨架曲线及破坏形态。首先采用原型试验验证了格栅管式双钢板组合剪力墙可考虑损伤累计的数值模型,从滞回曲线和骨架曲线考察了模型的计算精度,然后对轴压比、剪跨比等参数进行分析,为格栅管式双钢板组合剪力墙的工程应用提供参考。
- 格栅式 /
- 双钢板剪力墙 /
- 组合剪力墙 /
- 滞回性能 /
- 骨架曲线
Abstract: In order to study the hysteretic perfomance of grid-tube double steel plate composite shear wall under strong earthquake, the ABAQUS finite element model considering plastic damage of concrete and ductile damage of steel plate in grid-tube double steel plate composite shear wall was established. And the hysteretic curves, skeleton curves and failure modes of the structure under horizontal reciprocating loads were studied. Firstly, the numerical model of grid-tube double-steel-plate composite shear wall considering damage accumulation was verified by prototype test, and the computational accuracy of the model was evaluated from hysteretic curves and skeleton curves. Then, the axial compression ratio and shear-span ratio were analyzed. It could provide a reference for the engineering application of grid-tube double steel plate composite shear walls.
- grid-tube-type /
- composite shear wall /
- double steel plate shear wall /
- hysteretic performance /
- skeleton curve

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参考文献(16)

[1]	徐彤. 格栅式钢板混凝土组合剪力墙的低周反复荷载试验研究[D]. 南京:东南大学, 2017.
[2]	郝婷玥, 曹万林, 董宏英,等. 不同构造内置钢板-混凝土组合剪力墙轴压性能试验研究[J]. 建筑结构学报, 2016, 37(5):25-33.
[3]	曹万林, 张文江, 张建伟,等. 钢管混凝土边框内藏钢板组合剪力墙抗震研究[J]. 土木工程与管理学报, 2011, 28(3):219-225.
[4]	干淳洁. 内置钢板钢筋混凝土剪力墙抗震性能研究[D].上海:同济大学,2008.
[5]	吕西林, 干淳洁, 王威. 内置钢板钢筋混凝土剪力墙抗震性能研究[J]. 建筑结构学报, 2009, 30(5):89-96.
[6]	聂建国,卜凡民,樊健生.低剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报,2011,32(11):74-81.
[7]	卜凡民,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.
[8]	纪晓东,蒋飞明,钱稼茹,等.钢管-双层钢板-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):75-83.
[9]	程春兰,周德源,王斌.双钢板混凝土组合剪力墙试验研究及结构弹塑性时程分析[J].振动与冲击,2017,36(1):255-260.
[10]	武晓东,童乐为.带方钢管混凝土端柱隔板连接双钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报,2019,40(12):41-50.
[11]	EPACKACHI S, WHITTAKER A S, VARMA A H, et al. Finite element modeling of steel-plate concrete composite wall piers[J]. Engineering Structure, 2015,100:369-384.
[12]	HOSSAIN KMA, RAFIEI S, LACHEMI M. Structural performance of profiled composite wall under in-plane cyclic loading[J]. Engineering Structures, 2016,110:88-104.
[13]	NAKISA H, SIAMAK E, MOHAMMAD T K. Macro modeling of steel-concrete composite shear walls[J]. Structures,2020,23:383-406.
[14]	尧国皇.钢管混凝土构件在复杂受力状态下的工作机理研究[D].福州:福州大学,2006.
[15]	美国混凝土学会. 美国房屋建筑混凝土结构规范(ACI 318-05)及条文说明:ACI 318R-05[M]. 重庆:重庆大学出版社, 2007.
[16]	BALTAY P,GJELSVIK A. Coefficient of friction for steel on concrete at high normal stress[J]. Journal of Materials in Civil Engineering,1990,2(1):46-49.