[1]陈聪,吕西林,姜淳.带有可更换连梁的钢筋混凝土结构设计方法[J].世界地震工程,2018,34(02):010-25.
 CHEN Cong,LU Xilin,JIANG Chun.Design method of reinforced concrete structure with replaceable coupling beams[J].,2018,34(02):010-25.
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带有可更换连梁的钢筋混凝土结构设计方法
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《世界地震工程》[ISSN:/CN:]

卷:
34
期数:
2018年02期
页码:
010-25
栏目:
出版日期:
2018-10-10

文章信息/Info

Title:
Design method of reinforced concrete structure with replaceable coupling beams
作者:
陈聪12 吕西林2 姜淳2
1. 浙江科技学院 中德工程师学院, 浙江 杭州 310023;
2. 同济大学 土木工程防灾国家重点实验室, 上海 200092
Author(s):
CHEN Cong12 LU Xilin2 JIANG Chun2
1. Chinese-German Institute of Engineering, Zhejiang University of Science and Technology, Hangzhou 310023, China;
2. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
关键词:
可更换连梁剪力墙设计方法性能等级抗震性能
Keywords:
replaceable coupling beamshear walldesign methodperformance levelseismic performance
分类号:
TU37;TU391;TU352.1;P315.9;TB122
摘要:
钢筋混凝土剪力墙结构通过设置可更换连梁,在地震作用下集中损伤,保护主体结构不受或只受微小破坏,震后更换损伤构件即可恢复结构功能。参照现行规范和已有试验分析结果,在普通钢筋混凝土结构设计基础上,提出带有可更换连梁的钢筋混凝土结构实用设计方法,设定性能目标,总结设计流程。采用提出的设计方法对1个50层钢筋混凝土结构进行设计,并采用大型有限元分析软件ABAQUS建立数值模型,验证结构性能目标和提出的设计方法。结果表明:按该方法设计的带有可更换连梁的钢筋混凝土结构能满足所设定的性能目标,设计方法合理实用,为该新型结构的工程应用提供了参考。
Abstract:
Reinforced concrete (RC) structure with replaceable coupling beams is designed to concentrate damage in the replaceable device, and the main structure is thus protected and the damaged device could be replaced after earthquakes. Referred to the current design codes and existed experimental results, this paper proposed a design method for the RC structure with the replaceable coupling beam, based on the traditional RC structures. The performance target of the new structure was proposed and the design flow path was shown. A 50-story reinforced concrete structure with replaceable coupling beams was designed following the design methods. Finite element analysis software ABAQUS was used to verify the performance objectives and rationality of the proposed design method. Results show that the designed RC structure with replaceable coupling beams could satisfy the performance objectives and the design method is proved to be a rational one, providing a reference of engineering application of this innovative structure.

参考文献/References:

[1] 吕西林,陈聪. 带有可更换构件的结构体系研究进展[J]. 地震工程与工程振动,2014,34(1):27-36. LU Xilin, CHEN Cong. Research progress in structural systems with replaceable members[J]. Earthquake Engineering and Engineering Dynamics, 2014, 34(1):27-36. (in Chinese)
[2] 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.
[3] 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)
[4] 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 test of reinforced concrete coupling beams equipped with SMA dampers[J]. Earthquake Engineering and Engineering Dynamics, 2014, 34(4):140-147. (in Chinese)
[5] LI Xian, LV Henglin, Zhang Guangchang, et al. Seismic behavior of replaceable steel truss coupling beams with buckling restrained webs[J]. Journal of Constructional Steel Research,2015, (104):167-176.
[6] JI Xiaodong, WANG Yandong, MA Qifeng, et al. Cyclic behavior of very short steel shear links[J]. Journal of Structural Engineering, 2015, 142(2):1-10.
[7] SEAOC. Vision2000:Performance-based Seismic Engineering[M]. Sacramento CA:Structural Engineers Association of California. 1995.
[8] Federal Emergency Management Agency. Prestandard and commentary for the seismic rehabilitation of buildings (FEMA 356)[S]. Washington D. C.:2008.
[9] ATC. Seismic Evaluation and retrofit of concrete buildings, Report No.ATC-40[R]. Redwood City, California:Applied Technology Council, 1996.
[10] GB50011-2010. 建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2010. GB50011-2010, Code for Seismic Design of Buildings[S]. Beijing:China Building Industry Press, 2010. (in Chinese)
[11] JGJ 3-2002. 高层建筑混凝土结构技术规程[S]. 北京:中国建筑工业出版社, 2002. JGJ 3-2002. Technical specification for concrete structures of high-rise building[S]. Beijing:China Building Industry Press, 2002. (in Chinese)
[12] 吕西林,陈聪. 设置可更换连梁的双筒体混凝土结构振动台试验研究[J]. 建筑结构学报,2017,38(8):45-54. LU Xilin, CHEN Cong. Shaking table tests of double tube concrete structure with replaceable coupling beams[J]. Journal of Building Structures, 2017, 38(8):45-54. (in Chinese)
[13] 党像梁. 底部开水平缝预应力自复位剪力墙抗震性能和设计方法研究[D]. 上海:同济大学, 2016:160-161. DANG Xiangliang. Study on seismic performance and design theory of pre-stressed self-centering shear walls with horizontal bottom slits[D]. Shanghai:Tongji Univeristy, 2016:160-161. (in Chinese)
[14] CECS 160-2004. 建筑工程抗震性态设计通则[S]. 北京:中国计划出版社, 2004. CECS 160-2004. General Rule for Performance-based Seismic Design of Buildings[S]. Beijing:China Planning Press, 2004. (in Chinese)
[15] 滕军,马伯涛,周正根,等. 提高连肢墙抗震性能的连梁耗能构件关键技术[J]. 工程抗震与加固改造,2007,29(5):1-6. TENG Jun, MA Botao, ZHOU Zhenggen, et al. Key technology of energy dissipation damper on coupling beam to improve seismic-resistance performance of coupling shar wall structures[J]. Earthquake Resistant Engineering and Retrofitting. 2007, 29(5):1-6. (in Chinese)
[16] RENÉE M L. Performance-based design of RC coupled wall high-rise buildings with viscoelastic coupling dampers[D]. Vancouver:The University of British Columbia, 2013.
[17] 滕军,李祚华,高春明,等. 耗能模块型钢板阻尼器复合连梁设计及应用[J]. 地震工程与工程振动,2014,34(2):187-194. TENG Jun, LI Weihua, GAO Chunming, et al. Design and application of steel plate damper composite coupling beam made of energy dissipating module[J]. Earthquake Engineering and Engineering Vibration, 2014, 34(2):187-194. (in Chinese)
[18] 李广收,田雨. 金属阻尼器在剪力墙结构消能减震技术中的应用设计[J]. 建筑结构, 2012,42(S1):451-455. LI Guangshou, TIAN Yu. Engineering design of energy dissipation of shear-wall structure with metallic dampers[J]. Building Structure, 2012, 42(S1):451-455. (in Chinese)
[19] GB50017-2003. 钢结构设计规范[S]. 北京:中国计划出版社, 2003. GB50017-2003. Design Code for Steel Structures[S]. Beijing:China Planning Press, 2003. (in Chinese)
[20] GONG B, SHAHROOZ B M. Steel-concrete composite coupling beams-behavior and design[J]. Engineering Structures, 2001, 23(11):1480-1490.
[21] GONG B, SHAHROOZ B M. Concrete-steel composite coupling beams Ⅱ:subassembly testing and design verification[J]. Journal of Structural Engineering, 2001, 127(6):632-638.
[22] AISC 341-10. American Institute of Steel Construction. Seismic Provisions for Structural Steel Buildings[S]. Chicago, Illinois:2010.
[23] MALLEY J O, POPOV E P. Shear links in eccentrically braced frames[J]. Journal of Structural Engineering, 1984, 110(9):2275-2295.
[24] OKAZAKI T, ARCE G, RYU H C, et al. experimental study of local buckling, overstrength, and fracture of links in eccentrically braced frames[J]. Journal of Structural Engineering, 2005, 131(10):1526-1535.
[25] 郭兵,郭彦林,柳锋,等. 焊接及螺栓连接钢框架的循环加载试验研究[J]. 建筑结构学报,2006,27(2):47-56. GUO Bin, GUO Yanlin, LIU Feng, et al. Research on cyclic behavior of welded and bolted steel frames[J]. Journal of Building Structures, 2006, 27(2):47-56. (in Chinese)
[26] CECS102-2002. 门式刚架轻型房屋钢结构技术规程[S]. 北京:中国建筑工业出版社, 2010. CECS102-2002. Technical Regulation of Door Type Rigid Housing Steel Structure[S]. Beijing:China Building Industry Press, 2010. (in Chinese)
[27] KURAMA Y C, TONG X D, El-tawil S, et al. Recommendations for Seismic Design of Hybrid Coupled Wall Systems[M]. USA:ASCE, 2010.
[28] PARK W S, YUN H D. Seismic behavior of steel coupling beams linking reinforced concrete shear walls[J]. Engineering Structures, 2005, 27(7):1024-1039.
[29] Dassault Systèmes Simulia Corp. Abaqus User Subroutines Reference Manual[M]. Providence, RI, USA, 2010.
[30] 吴晓涵, 孙方涛, 吕西林,等. 上海世博会中国馆结构弹塑性时程分析[J]. 建筑结构学报, 2009, 30(5):112-118. WU Xiaohan, SUN Fangtao, LU Xilin, et al. Elasto-plastic time history analysis of the structure of China Pavilion at the 2010 World EXPO[J]. Journal of Building Structures, 2009, 30(5):112-118. (in Chinese)
[31] LU Xilin, CHEN Cong, CHEN Yun, et al. Application of replaceable coupling beams to RC structures[J]. Structural Design of Tall & Special Buildings, 2016, 25(17):947-966.

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备注/Memo

备注/Memo:
收稿日期:2017-07-26;改回日期:2017-11-06。
基金项目:国家自然科学基金重大国际合作研究项目(51261120377);浙江省自然科学基金青年基金项目(LQ18E080007)
作者简介:陈聪(1989-),女,讲师,博士,主要从事可恢复功能抗震结构研究.E-mail:1989chencong@tongji.edu.cn
更新日期/Last Update: 1900-01-01