[1]曹万林,秦成杰,董宏英,等.装配式单排配筋再生混凝土中高剪力墙抗震性能研究[J].地震工程与工程振动,2018,(01):108-116.[doi:10.13197/j.eeev.2018.01.108.caowl.012]
 CAO Wanlin,QIN Chengjie,DONG Hongying,et al.Study on seismic behavior of mid-rise prefabricated single-row reinforced recycled concrete shear walls[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2018,(01):108-116.[doi:10.13197/j.eeev.2018.01.108.caowl.012]
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装配式单排配筋再生混凝土中高剪力墙抗震性能研究
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《地震工程与工程振动》[ISSN:/CN:]

卷:
期数:
2018年01期
页码:
108-116
栏目:
论文
出版日期:
2018-06-30

文章信息/Info

Title:
Study on seismic behavior of mid-rise prefabricated single-row reinforced recycled concrete shear walls
作者:
曹万林 秦成杰 董宏英 王世蒙 刘程炜
北京工业大学 城市与工程安全减灾教育部重点实验室, 北京 100124
Author(s):
CAO Wanlin QIN Chengjie DONG Hongying WANG Shimeng LIU Chengwei
Key Lab of Urban Security and Disaster Engineering(Beijing University of Technology), Ministry of Education, Beijing 100124, China
关键词:
装配式混凝土结构单排配筋中高剪力墙抗震性能低周反复荷载试验
Keywords:
fabricated concrete structuresingle row of steel barsmid-rise shear walllow cyclic loading testseismic performance
分类号:
TU375
DOI:
10.13197/j.eeev.2018.01.108.caowl.012
摘要:
提出了新型构造的半装配式、全装配式单排配筋再生混凝土剪力墙,为研究其中高剪力墙的抗震性能,进行了2个半装配式、1个全装配式和1个全现浇单排配筋再生混凝土中高剪力墙试件的低周反复荷载试验,对比分析了各试件的破坏形态、滞回特性、承载力、延性、刚度退化、耗能能力及钢筋应变。结果表明:半装配式单排配筋中高剪力墙与全现浇剪力墙相比,承载力接近,滞回曲线均较饱满,耗能能力相差不大;全装配式试件与半装配式试件相比,承载力低,延性和抗震耗能能力差;随着轴压比的增大,半装配式剪力墙的承载力、耗能能力明显提高。
Abstract:
A new type of semi-assembled, fully-assembled single-row RAC shear wall is proposed. In order to study the seismic behavior of this mid-rise shear walls, low cyclic loading test of four specimens has been carried out:two semi-assembled single-row RAC shear wall, one single-row RAC shear wall cast in place and one full-assembled single-row RAC shear wall. The failure characteristic, hysteretic property, load bearing capacity, ductility, stiffness degradation, energy dissipation and reinforcement strain are compared and analyzed. The results show that the load bearing capacity and the energy dissipation capacity of the mid-rise semi-assembled single-row RAC shear wall is close to that of the shear wall cast in place, and the hysteresis curves are full.Compared with the semi-assembled specimen, the fully-assembled specimen has lower load bearing capacity, worse ductility and lower energy dissipation capacity. With the increase of axial compression ratio, the bearing capacity and energy dissipation capacity of semi-assembled shear wall are obviously improved.

参考文献/References:

[1] Khaled A, Soudki P D S H R P. Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 1:mild steel connections[J]. PCI Journal, 1995, 40(4):78-96.
[2] 朱张峰,郭正兴. 装配式短肢剪力墙平面模型抗震性能试验[J]. 哈尔滨工业大学学报, 2012,44(4):94-99. ZHU Zhangfeng,GUO Zhengxing. Test research on seismic performance of plane model of new precast concrete short-limbed shear wall[J]. Journal of Harbin Institute of Technology, 2012,44(4):94-99.(in Chinese)
[3] 朱张峰,郭正兴. 装配式混凝土剪力墙结构空间模型抗震性能试验[J]. 工程力学, 2015,32(4):153-159. ZHU Zhangfeng,GUO Zhengxing. Research on seismic performance of a spatial model of a new precast concrete shear wall structure[J]. Engineering Mechanics,2015,32(4):153-159. (in Chinese)
[4] 钱稼茹,彭媛媛,张景明,等. 竖向钢筋套筒浆锚连接的预制剪力墙抗震性能试验[J]. 建筑结构, 2011,41(2):1-6. QIAN Jiaru,PENG Yuanyuan,ZHANG Jingming,et al. Tests on seismic behavior of pre-cast shear walls with vertical reinforcements spliced by grout sleeves[J].Building Structure,2011,41(2):1-6. (in Chinese)
[5] 吴东岳. 浆锚连接装配式剪力墙结构抗震性能评价[D]. 南京:东南大学, 2016. WU Dongyue,Seismic analysis of steel grouted connecting precast shear wall structure[D]. Nanjing:Dongnan University,2016.(in Chinese)
[6] 陈锦石,郭正兴. 全预制装配整体式剪力墙结构体系空间模型抗震性能研究[J]. 施工技术, 2012,41(364):87-89. CHEN Jinshi,GUO Zhengxing. Seismic performance study on space model of the new precast concrete shear wall structure[J]. Construction technology,2012,41(364):87-89. (in Chinese)
[7] 曹万林,殷伟帅,杨新民. 双向单排配筋中高剪力墙抗震性能试验研究[J]. 地震工程与工程振动, 2009,29(1):103-108. CAO Wanlin,YIN Weishuai,YANG Xin min. Experimental study on seismic performance of medium-height RC shear wall with bi-directional single row of steel bars[J]. Earthquake Engineering and Engineering Dynamics, 2009,29(1):103-108(in Chinese)
[8] 曹万林,杨兴民,张建伟,等. 多层单排配筋剪力墙结构模拟地震振动台试验研究[J]. 北京工业大学学报, 2010,36(11):1516-1523. CAO Wanlin,Yang Xinmin,ZHANG Jianwei,et al. Experimental study on simulated seismic shaking table of multi-story single-row reinforcement shear wall structure[J]. Journal of Beijing University of Technology. 2010,36(11):1516-1523(in Chinese)
[9] 张建伟,曹万林,殷伟帅. 简化边缘构造的单排配筋中高剪力墙抗震性能试验研究[J]. 土木工程学报, 2009,42(12):99-104. ZHANG Jianwei,CAO Wanlin,YIN Weishuai,Study on seismic performance of mid-rise RC shear wall with single row of steel bars and simplified boundary elements[J]. China Civil Engineering Journal, 2009,42(12):99-104. (in Chinese)
[10] 杨兴民,曹万林,张建伟,等. 三层单排配筋剪力墙结构抗震性能试验研究[J]. 地震工程与工程振动, 2009,29(2):92-97. YANG Xinmin,CAO Wanlin,ZHANG Jianwei,et al. Experimental study on seismic performance of a three layer shear wall structure with single row of steel bars[J]. Earthquake Engineering and Engineering Dynamics, 2009,29(2):92-97. (in Chinese)
[11] 孙超,曹万林,杨兴民,等. 双向单排配筋剪力墙与连梁节点的抗震性能试验研究[J]. 世界地震工程, 2008,24(3):84-88. SUN Chao,CAO Wanlin,YANG Xinmin,et al. Test studies on seismic performance of joints of coupling beam and shear wall with bi-directional single row of steel bars[J]. World Earthquake Engieering, 2008,24(3):84-88. (in Chinese)
[12] 张建伟,胡剑民,杨兴民,等. 带斜筋单排配筋Z形截面剪力墙抗震性能研究[J]. 施工技术, 2014,43(9):63-68. ZHANG Jianwei,HU Jianmin,YANG Xingmin,et al. Seismic performance of z-shear wall with bidirectional single row of steel bars and inclined reinforcements[J]. Construction Technology, 2014,43(9):63-68(in Chinese)
[13] 张建伟,杨兴民,曹万林,等. 带斜筋单排配筋低矮剪力墙的抗震性能[J]. 工程力学, 2016,33(6):125-132. ZHANG Jianwei,YANG Xingmin,CAO Wanlin,et al. Seismic performance of low-rise shear wall with single layer of web reinforcement and inclined steel bars[J]. Engineering Mechanics, 2016,33(6):125-132. (in Chinese)

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备注/Memo

备注/Memo:
收稿日期:2017-04-20;改回日期:2017-08-09。
基金项目:国家重点研发计划课题(2016YFC0701902)
作者简介:曹万林(1954-),男,教授,博士生导师,主要从事结构抗震研究.E-mail:wlcao@bjut.edu.cn
通讯作者:董宏英(1966-),女,教授,博士,主要从事结构抗震研究.E-mail:donghy@bjut.edu.cn
更新日期/Last Update: 1900-01-01