新型连梁剪力墙结构拟静力试验研究

许国山; 童兴; 宁西占; 吴斌

doi:10.6052/j.issn.1000-4750.2019.01.0013

新型连梁剪力墙结构拟静力试验研究

许国山^1,2,3,,
童兴⁴,
宁西占⁵,
吴斌⁶

1.
哈尔滨工业大学土木工程学院, 哈尔滨 150090;
2.
哈尔滨工业大学, 结构工程灾变与控制教育部重点实验室, 哈尔滨 150090;
3.
哈尔滨工业大学, 土木工程智能防灾减灾工业和信息化部重点实验室, 哈尔滨 150090;
4.
中南建筑设计院股份有限公司, 武汉 430071;
5.
华侨大学土木工程学院, 厦门 361021;
6.
武汉理工大学土木工程与建筑学院, 武汉 430070

基金项目: 国家重点研发计划项目（2017YFC0703605）；国家自然科学基金项目（51778190，51978213）；黑龙江省博士后科研启动基金（LBH-Q15059）

详细信息

作者简介:
童兴(1993-),男,安徽人,硕士生,主要从事防灾减灾方面研究(E-mail:tongxing_237@163.com);宁西占(1987-),男,河北人,讲师,博士,主要从事混合试验技术方面研究(E-mail:xzning@hqu.edu.cn);吴斌(1970-),男,武汉人,教授,博士,博导,主要从事结构试验技术方面研究(E-mail:bin.wu@hit.edu.cn).

通讯作者:
许国山(1980-),男,辽宁人,副教授,博士,硕导,主要从事结构试验技术方面研究(E-mail:xuguoshan@hit.edu.cn).

中图分类号: TU352.11;TU973.16
计量
- 文章访问数: 565
- HTML全文浏览量: 66
- PDF下载量: 135
出版历程
- 收稿日期: 2019-01-09
- 修回日期: 2019-07-27
- 刊出日期: 2019-12-24

QUASI-STATIC TEST STUDY OF COUPLED SHEAR WALLS WITH A NEW TYPE OF COUPLING BEAMS

1.
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;
2.
Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China;
3.
Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China;
4.
Central-South Architectural Design Institute Co Ltd, Wuhan 430071, China;
5.
College of Civil Engineering, Huaqiao University, Xiamen 361021, China;
6.
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China

摘要

摘要: 设计了两个足尺的单层双肢剪力墙试件，其中一个带有传统的钢筋混凝土连梁，另一个连梁中安装有改进的三角钢板阻尼器，通过拟静力试验研究两个试件的屈服破坏模式和抗震性能。研究结果表明：这种新型连梁的耗能能力和变形能力明显优于传统连梁，刚度和强度退化小于传统连梁；新型连梁的变形和耗能都集中在阻尼器中，混凝土连梁基本保持完好，阻尼器能够很好地控制结构的损伤，有利于实现连梁震后的可更换。
- 耗能连梁 /
- 可更换连梁 /
- 双肢剪力墙 /
- 三角钢板阻尼器 /
- 拟静力试验
Abstract: Two full-scale single-story coupled shear wall specimens were designed, one with traditional reinforced concrete coupling beams and the other with improved triangular steel plate dampers. The yield failure modes and seismic performance of the two specimens were studied by quasi-static tests. The results show that the energy dissipation and deformation capacity of the new type of coupling beams were obviously larger than those of the traditional coupling beams. The stiffness and strength degradations were less than those of the traditional coupling beams. The deformation and energy dissipation of the new type of coupling beams were concentrated in the dampers. The concrete coupling beams were generally in good condition. The dampers can control structural damage well, which is conducive to the replacement of the coupling beams after earthquakes.
- energy-dissipating coupling beam /
- replaceable coupling beam /
- coupled shear wall /
- triangular steel plate damper /
- quasi-static test

HTML全文

参考文献(21)

[1]	Paulay T, Binney J R. Diagonally reinforced coupling beams of shear walls[J]. ACI Special Publication, 1974, 42:579-598.
[2]	Tegos I A, Penelis G G. Seismic resistance of short columns and coupling beams reinforced with inclined bars[J]. Structural Journal, 1988, 85(1):82-88.
[3]	曹云锋, 张彬彬, 赵杰林, 等. 改善洞口连梁抗震性能的一种有效配筋方案[J]. 重庆建筑大学学报, 2003, 25(5):24-30. Cao Yunfeng, Zhang Binbin, Zhao Jielin, et al. An efficacious reinforcing pattern of coupling beams for improving its earthquake resistance[J]. Journal of Chongqing Jianzhu University, 2003, 25(5):24-30. (in Chinese)
[4]	Lam W Y, Su R K, Pam H J. Strength and ductility of embedded steel composite coupling beams[J]. Advances in Structural Engineering, 2003, 6(1):23-35.
[5]	Hassan M, EI-Tawil S. Inelastic dynamic behavior of hybrid coupled walls[J]. Journal of Structural Engineering, 2004, 130(2):285-296.
[6]	Fortney P J, Shahrooz B M, Rassati G A. Large-scale testing of a replaceable "fuse" steel coupling beam[J]. Journal of Structural Engineering, 2007, 133(12):1801-1807.
[7]	Ahn T S, Kim Y J, Kim S D. Large-scale testing of coupled shear wall structures with damping devices[J]. Advances in Structural Engineering, 2013, 16(11):1943-1956.
[8]	纪晓东, 马琦峰, 王彦栋, 等. 钢连梁可更换消能梁段抗震性能试验研究[J]. 建筑结构学报, 2014, 35(6):1-11. Ji Xiaodong, Ma Qifeng, Wang Yandong, et al. Cyclic tests of replaceable shear links in steel coupling beams[J]. Journal of Building Structures, 2014, 35(6):1-11. (in Chinese)
[9]	纪晓东, 王彦栋, 马琦峰, 等. 可更换钢连梁抗震性能试验研究[J]. 建筑结构学报, 2015, 36(10):1-10. Ji Xiaodong, Wang Yandong, Ma Qifeng, et al. Experimental study on seismic behavior of replaceable steel coupling beams[J]. Journal of Building Structures, 2015, 36(10):1-10. (in Chinese)
[10]	Oh S H, Choi K Y, Kim H J, et al. Experimental validation on dynamic response of RC shear wall systems coupled with hybrid energy dissipative devices[C]//15WCEE. Lisbon, Portugal, Curran Associates, Inc, 2015:8433-8441.
[11]	吕西林, 陈云, 蒋欢军. 带可更换连梁的双肢剪力墙抗震性能试验研究[J]. 同济大学学报(自然科学版), 2014, 42(2):175-182. Lv Xilin, Chen Yun, Jiang Huanjun. Experimental study of seismic performance of coupled shear wall structure with replaceable coupling beams[J]. Journal of Tongji University(Natural Science), 2014, 42(2):175-182. (in Chinese)
[12]	滕军, 马伯涛, 李卫华, 等. 联肢剪力墙连梁阻尼器伪静力试验研究[J]. 建筑结构学报, 2010, 31(12):92-100. Teng Jun, Ma Botao, Li Weihua, et al. Pseudo-static test for coupling beam damper of coupled shear wall structure[J]. Journal of Building Structures, 2010, 31(12):92-100. (in Chinese)
[13]	毛晨曦, 王大磊, 王涛, 等. 安装SMA阻尼器的钢筋混凝土连梁拟静力试验[J]. 地震工程与工程振动, 2014, 34(4):140-147. Mao Chenxi, Wang Dalei, Wang Tao, et al. Pseudo-static tests of reinforced concrete coupling beams equipped with SAM dampers[J]. Earthquake Engineering and Engineering Dynamics, 2014, 34(4):140-147. (in Chinese)
[14]	刘文锋, 高丽燕, 何玉敖. 消能减震剪力墙结构体系的最优设计[J]. 工程力学, 2005, 22(3):97-101. Liu Wenfeng, Gao Liyan, He Yu'ao. Optimization of shear wall structure with energy dissipation devices[J]. Engineering Mechanics, 2005, 22(3):97-101. (in Chinese)
[15]	田建勃, 史庆轩, 刘云贺, 等. PRC连梁-混合联肢剪力墙抗震性能分析[J]. 工程力学, 2018, 35(11):59-73. Tian Jianbo, Shi Qingxuan, Liu Yunhe, et al. Research on aseismic performance of PRC coupling beam-hybrid coupled shear wall system[J]. Engineering Mechanics, 2018, 35(11):59-73. (in Chinese)
[16]	孙建, 邱洪兴, 陆波. 新型全装配式混凝土剪力墙(含水平缝节点)的整体性能[J]. 工程力学, 2016, 33(1):133-140. Sun Jian, Qiu Hongxing, Lu Bo. Overall performance of an innovative precast shear wall with horizontal connection[J]. Engineering Mechanics, 2016, 33(1):133-140. (in Chinese)
[17]	朱张峰, 郭正兴. 考虑竖向与水平接缝的工字形装配式混凝土剪力墙抗震性能试验研究. 工程力学, 2019, 36(3):139-148. Zhu Zhangfeng, Guo Zhengxing. Aseismic experimental research on I-shaped precast concrete shear walls with vertical and horizontal joints[J]. Engineering Mechanics, 2019, 36(3):139-148.
[18]	马军卫, 潘金龙, 尹万云, 等. 灌浆套筒连接全装配式框架-剪力墙结构抗震性能试验研究[J]. 工程力学, 2017, 34(10):178-187. Ma Junwei, Pan Jinlong, Yin Wanyun, et al. Experimental study on seismic performance of full precast shear wall-frame structures with reinforcement spliced by grout-filled sleeves[J]. Engineering Mechanics, 2017, 34(10):178-187. (in Chinese)
[19]	Xu G, Wang Z, Wu B, et al. Seismic performance of precast shear wall with sleeves connection based on experimental and numerical studies[J]. Engineering Structures. 2017, 150:346-358.
[20]	Xu G, Wang Z, Wu B, et al. Pseudodynamic tests with substructuring of a full-scale precast box-modularized structure made of reinforced concrete shear walls[J]. The Structural Design of Tall and Special Buildings, 2017, 26(16):e1354.
[21]	JGJ/T 101-2015, 建筑抗震试验规程[S]. 北京:中国建筑工业出版社, 2015. JGJ/T 101-2015, Specification for seismic test of buildings[S]. Beijing:China Architecture Industry Press, 2015. (in Chinese)

施引文献(18)

期刊类型引用(7)

1.	连鸣，戴子琳，程倩倩. 带拼接板螺栓连接耗能梁段的可恢复功能钢框筒结构抗震性能研究. 工程力学. 2025(01): 83-102 . 本站查看
2.	方庆田，王照然，宁西占. 轴向力对剪切钢板阻尼器抗震性能影响的数值模拟. 华侨大学学报(自然科学版). 2024(02): 201-209 . 百度学术
3.	单伽锃，潮曦，王律己，钱江. 基于自感知连梁的剪力墙墙肢转角变形识别及其试验验证. 工程力学. 2024(09): 91-100 . 本站查看
4.	田明仑，杨伟松，吴宦龙，李海生，王向英. 基于滑移连接的分阶屈服金属连梁阻尼器抗震性能研究. 工程抗震与加固改造. 2023(01): 62-70 . 百度学术
5.	管民生，黎振迎，杜宏彪. 地震可恢复功能连梁研究综述与展望. 深圳大学学报(理工版). 2022(04): 390-401 . 百度学术
6.	沈绍冬，苏宇坤，潘鹏. 装配式干式连接剪力墙的设计方法研究. 工程力学. 2022(10): 182-189+199 . 本站查看
7.	刘祖强，陈炜灿，毛冬旭，薛建阳. 型钢混凝土异形柱框架空间受力性能分析. 工程力学. 2021(07): 120-132+158 . 本站查看

其他类型引用(11)

资源附件(0)

计量

文章访问数: 565
HTML全文浏览量: 66
PDF下载量: 135
被引次数: 18

新型连梁剪力墙结构拟静力试验研究

通讯作者: 许国山(1980-),男,辽宁人,副教授,博士,硕导,主要从事结构试验技术方面研究(E-mail:xuguoshan@hit.edu.cn).

计量

出版历程

QUASI-STATIC TEST STUDY OF COUPLED SHEAR WALLS WITH A NEW TYPE OF COUPLING BEAMS

期刊类型引用(7)

其他类型引用(11)

计量

出版历程

目录

通讯作者:
许国山(1980-),男,辽宁人,副教授,博士,硕导,主要从事结构试验技术方面研究(E-mail:xuguoshan@hit.edu.cn).