[1]李小军,李晓虎.核电工程双钢板混凝土剪力墙面外受弯性能[J].哈尔滨工程大学学报,2017,38(08):1238-1246.[doi:10.11990/jheu.201609015]
 LI Xiaojun,LI Xiaohu.Out-of-plane flexural capacity of double steel plates and concrete infill composite shear walls for nuclear power engineering[J].hebgcdxxb,2017,38(08):1238-1246.[doi:10.11990/jheu.201609015]
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《哈尔滨工程大学学报》[ISSN:1006-6977/CN:61-1281/TN]

卷:
38
期数:
2017年08期
页码:
1238-1246
栏目:
出版日期:
2017-08-25

文章信息/Info

Title:
Out-of-plane flexural capacity of double steel plates and concrete infill composite shear walls for nuclear power engineering
作者:
李小军12 李晓虎1
1. 北京工业大学 建筑工程学院, 北京 100124;
2. 中国地震局 地球物理研究所, 北京 100081
Author(s):
LI Xiaojun12 LI Xiaohu1
1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
2. Institute of Geophysics, China Earthquake Administration, Beijing 100081, China
关键词:
双钢板混凝土剪力墙面外低周往复试验抗震性能有限元分析受弯承载力钢板厚度竖向荷载混凝土强度核电工程
分类号:
TU398
DOI:
10.11990/jheu.201609015
文献标志码:
A
摘要:
为了研究核电工程双钢板混凝土组合剪力墙在面外荷载作用下的抗震性能,本文对6个剪力墙试件进行了低周往复荷载试验。制作的试件包括5个双钢板混凝土组合剪力墙试件和1个钢筋混凝土剪力墙试件。通过参数分析,研究了钢板厚度、竖向荷载和混凝土强度对双钢板混凝土组合剪力墙试件面外抗震性能的影响。试验结果发现:双钢板混凝土组合剪力墙试件具有良好的承载力和抗侧刚度,但比钢筋混凝土剪力墙在破坏阶段的延性要差。钢板厚度和竖向荷载都对双钢板混凝土组合剪力墙试件的面外抗震性能有较大影响,而混凝土强度对其影响不明显。利用ABAQUS有限元软件对双钢板混凝土组合剪力墙面外荷载试验进行了模拟,试件极限荷载的模拟结果和试验结果比较吻合。在试验和数值分析的基础上提出了双钢板混凝土组合剪力墙面外受弯承载力的计算公式,为核电工程双钢板混凝土组合剪力墙的设计提供参考。

参考文献/References:

[1] PQULAY T, PRIESTLEY MJN. Seismic design of reinforced concrete and masonry buildings[M]. New York:Wiley Interscience Publication, 1992.
[2] QIAN J R, LU W, FANG E H. Displacement ductility-based aseismic design for shear walls[J]. Journal of building structures, 1999, 20(3):42-49.
[3] SU R K L, WONG S M. Seismic behaviour of slender reinforced concrete shear walls under high axial load ratio[J]. Engineering structures, 2007, 29(8):1957-1965.
[4] VARMA A H, MALUSHTE S R, SENER K C, et al. Steel-plate composite (SC) walls for safety related nuclear facilities:design for in-plane forces and out-of-plane moments[J]. Nuclear engineering & design, 2014, 269(4):240-249.
[5] MATSUISHI, M, IWATA S. Strength of composite system ice-resisting structures steel concrete composite structural systems, C-FER publication No. 1[C]//Proceedings of a Special Symposium Held in Conjunction with POAC 87, 9th International Conference on Port and Ocean Engineering under Arctic Conditions. Fairbanks, Alaska, 1987.
[6] OHNO F, SHIOYA T, NAGASAWA Y, et al. Experimental studies on composite members for arctic offshore structures steel/concrete composite structural systems, C-FER publication No. 1[C]//Proceedings of a Special Symposium Held in Conjunction with POAC 1987, 9th International Conference on Port and Ocean Engineering under Arctic Conditions. Fairbanks, Alaska, 1987.
[7] SEKIMOTO H A H, TANAKA M, INOUE K, et al. 1/10th scale model test of inner concrete structure composed of concrete filled steel bearing wall[C]//10th International Conference on Structural Mechanics in Reactor Technology. Anaheim, 1989.
[8] OZAKI M, AKITA S, OSUGA H, et al. Study on steel plate reinforced concrete panels subjected to cyclic in-plane shear[J]. Nuclear engineering & design, 2004, 228(1):225-244.
[9] JEAC-4618. Technical code for seismic design of steel plate reinforced concrete structures:buildings and structures[S]. Tokyo:Japanese Electric Association Nuclear Standards Committee, Translated from Japanese by Obayashi Company and Westinghouse Electric Company,2009.
[10] AISC Proposal APPENDIX N9, Specification for design of steel-plate composite (SC) walls in safety-related structures for nuclear facilities[S].[S.l.], 2010.
[11] SENER K C, VARMA A H, AYHAN D. Steel-plate composite (SC) walls:Out-of-plane flexural behavior, database, and design[J]. Journal of constructional steel research, 2015, 108:46-59.
[12] 陈锦石,张军.盐城广播电视塔双钢板组合剪力墙结构施工技术[J].施工技术,2011,40(15):14-20.CHEN Jinshi, ZHANG Jun. Construction technology of composite structure of double steel plate and shear wall in Yancheng broadcast television tower[J]. Construction technology, 2011, 40(15):14-20.
[13] 孙建超,王杨,孙慧中,等.钢板混凝土组合剪力墙在中国国家博物馆工程中的应用[J]. 建筑结构, 2011, 41(6):14-19.SUN Jianchao, WANG Yang, SUN Huizhong, et al. Application of steel plate concrete composite wall in National Museum of China[J]. Building structure, 2011,41(6):14-19.
[14] 熊峰,何涛,周宁. 核电站双钢板混凝土剪力墙抗剪强度研究[J]. 湖南大学学报:自然科学版, 2015, 42(9):33-41.XIONG Feng, HE Tao, ZHOU Ning. Study on the shear strength of double steel plate composite shear wall in nuclear plant[J]. Journal of Hunan University:natural science, 2015, 42(9):33-41.
[15] 张有佳,李小军. 双钢板混凝土墙体构件抗震性能试验研究[J]. 武汉大学学报:工学版, 2015, 48(5):658-665.ZHANG Youjia, LI Xiaojun. Experimental research on seismic behavior of wall component with double steel plate and infill concrete[J]. Engineering Journal of Wuhan University, 2015, 48(5):658-665.
[16] 杨悦. 核工程双钢板-混凝土结构抗震性能研究[D].北京:清华大学, 2015:38-60.YANG Yue. Seismic behavior of doublesteel-concrete composite structure in nuclear engineering[D]. Beijing:Tsinghua University, 2015:38-60.
[17] 中国建筑科学研究院. GB50010-2010混凝土结构设计规范[S]. 北京:中国建筑工业出版社,2011.China Academy of Building Reaearch.GB50010-2010 Code for design of concrete structures[S]. Beijing:China Architecture & Building Press, 2011.
[18] 国家质量监督检验检疫总局. GB/T 228-2002金属材料室温拉伸试验方法[S].北京:中国标准出版社, 2003.State Administration for Quality Supervision and Inspection and Quarantine.GB/T 228-2002 Metallic materials Tensile testing at ambient temperature[S]. Beijing:China Standards Press, 2003.
[19] 中国建筑科学研究院. JGJ 101-96建筑抗震试验方法规程[M]. 北京:中国建筑工业出版社, 1997.China Academy of Building Reaearch.JGJ 101-96 Procedures of the aseismic test method[M]. Beijing:China Architecture & Building Press, 1997.

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备注/Memo

备注/Memo:
收稿日期:2016-09-07。
基金项目:国家自然科学基金创新研究群体科学基金项目(51421005);国家科技重大专项(2013ZX06002001);北京市属高等学校创新团队建设提升计划(IDHT20130507).
作者简介:李小军(1965-),男,教授,博士生导师,长江学者特聘教授;李晓虎(1986-),男,博士研究生.
通讯作者:李晓虎,E-mail:xiaohu12066@126.com
更新日期/Last Update: 2017-08-28