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钢-混凝土组合结构抗震性能研究进展

DOI: 10.6052/1000-0879-13-104, PP. 1-8

Keywords: 钢-混凝土组合结构,抗震性能,试验研究,地震反应分析

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Abstract:

钢-混凝土组合结构的抗震性能受到了工程研究领域的广泛关注.本文总结了国内外研究者在组合梁、组合柱、组合节点及组合框架结构抗震性能方面的试验研究概况,分析了组合构件的作用机理及地震损伤演化累积效应,讨论了钢-混凝土组合结构地震反应分析的数值模型,包括微观模型、宏观模型以及近年来迅速发展的多尺度模型,并阐述了组合结构抗震性能评价指标及抗震性能水平的确立方法.

References

[1]  1 聂建国, 陶慕轩, 黄远等.钢-混凝土组合结构体系研究新进展.建筑结构学报, 2010, 31(6):71-80 (Nie Jianguo, TaoMuxuan, Huang Yuan, et al. Research advances of steel-concrete composite structural systems. Journal of BuildingStructures, 2010, 31(6): 71-80 (in Chinese))
[2]  2 聂建国, 余洲亮, 叶清华.钢-混凝土叠合板组合梁抗震性能的试验研究.清华大学学报(自然科学版), 1998, 10(33):35-37(Nie Jianguo, Yu Zhouliang, Ye Qinghua. Experimentalof steel-concrete composite beams. Journal of TsinghuaUniversity (Sci & Tech), 1998, 10(33): 35-37 (in Chinese))
[3]  3 蒋丽忠, 戚菁菁, 邹飞等.横向配箍率对钢-混凝土组合梁抗震性能的影响.工业建筑, 2007, 37(8):1-4 (Jiang Lizhong, QiJingjing, Zou Fei, et al. The influence of horizontal rein-forcement ratio on seismic behavior of steel-concrete beam.Industrial Construction, 2007, 37(8): 1-4 (in Chinese))
[4]  4 郭子雄, 林煌, 刘阳.不同配箍形式型钢混凝土柱抗震性能试验研究.建筑结构学报, 2010, 31(4):110-115 (Guo Zixiong, LinHuang, Lü Yang. Experimental study on seismic behav-ior of SRC columns with different stirrup configuration.Journal of Building Structures, 2010, 31(4): 110-115 (inChinese))
[5]  5 李俊华, 王新堂, 薛建阳等.低周反复载荷作用下型钢高强混凝土柱受力性能试验研究.土木工程学报, 2007, 40(7):11-18 (Li Junhua, Wang Xintang, Xue Jianyang, et al. Experimentalstudy on the performance of steel reinforced high-strengthconcrete columns under low cyclic reversed loading. ChinaCivil Engineering Journal, 2007, 40(7): 11-18 (in Chinese))
[6]  6 吕西林, 陆伟东.反复载荷作用下方钢管混凝土柱的抗震性能试验研究.建筑结构学报, 2000, 21(2):2-11 (Lü Xilin, Lu Wei-dong. Experimental study on seismic behavior of CFRTcolumns under cyclic loading. Journal of Building Struc-tures, 2000, 21(2): 2-11 (in Chinese))
[7]  7 李学平, 吕西林, 郭少春.反复载荷下矩形钢管混凝土柱的抗震性能Ⅰ:试验研究.地震工程与工程振动, 2005, 25(5):95-103(Li Xueping, Lü Xilin, Guo Shaochun. Seismic behavior ofCFRT columns under cyclic loading Ⅰ: experimental study.Earthquake Engineering and Engineering Vibration, 2005, 25(5): 95-103 (in Chinese))
[8]  8 尧国皇, 韩林海.钢管约束混凝土压弯构件滞回性能的试验研究.地震工程与工程震动, 2004, 24(6):89-96 (Yao Guohuang, Han Linhai. Cyclic behavior of steel tube confined concretebeam-columns. Earthquake Engineering and EngineeringVibration, 2004, 24(6): 89-96 (in Chinese))
[9]  9 王玉银, 杨远龙, 张素梅等.T 形截面钢管混凝土柱抗震性能试验研究.建筑结构学报(s1), 2010, 1:355-359 (Wang Yuyin, Yang Yuanlong, Zhang Sumei, et al. Experimental researchon seismic behavior of T-shaped concrete-filled steel tubecolumns. Journal of Building Structures (s1), 2010, 1: 355-359 (in Chinese))
[10]  10 Calado L, Silva L, Simoes RD. Cyclic behavior of steel andcomposite beam-to-column joints. Technical papers. Lis-bon, Portugal, 2001
[11]  11 聂建国, 秦凯, 肖岩.方钢管混凝土柱节点的试验研究及非线性有限元分析.工程力学, 2006, 23(11):99-109 (Nie Jianguo, Qin Kai, Xiao Yan. Experimental investigation and nonlin-ear finite element analysis on the behavior of concrete-filledsquare steel tubular column connections. Engineering Me-chanics, 2006, 23(11): 99-109 (in Chinese))
[12]  12 Nishiyama I. Seismic test facility for three dimensionalbeam-to-column sub assemblages. BRI Research Paper.Tachihara, Japan, 1999
[13]  13 Bugeja N, Bracci JM, Moore WP. Seismic behavior of com-posite moment resisting frame systems. Technical papers.Texas, The USA, 1999
[14]  14 樊健生, 周慧, 聂建国.空间钢-混凝土组合节点抗震性能试验研究进展.建筑结构学报, 2011, 32(12):37-45 (Fan Jiansheng, Zhou Hui, Nie Jianguo. An overview of experimental re-search on seismic behavior of 3D composite steel-concretejoints. Journal of Building Structures, 2011, 32(12): 37-45(in Chinese))
[15]  15 郑山锁, 邓国专, 李磊等.型钢高强高性能混凝土框架结构抗震性能的试验研究.工程力学, 2009, 26(5):88-93 (Zheng Shan-suo, Deng Guozhuan, Li Lei, et al. Experimental study onseismic behaviors of steel reinforced high strength and highperformance concrete frame. Engineering Mechanics, 2009, 26(5): 88-93 (in Chinese))
[16]  16 薛建阳, 赵鸿铁.型钢混凝土框架弹塑性地震反应试验研究.西安建筑科技大学学报, 1997, 29(4):360-363 (Xue Jianyang, Zhao Hongtie. Experimental study on the elasto-plasticseismic response of SRC frame. J Xi'an Univ of Arch &Tech, 1997, 29(4): 360-363 (in Chinese))
[17]  17 李忠献, 张雪松, 丁阳.翼缘削弱的型钢混凝土框架抗震性能研究.建筑结构学报, 2007, 28(4):18-25 (Li Zhongxian, ZhangXuesong, Ding Yang. Seismic behavior of steel reinforcedconcrete frames with reduced beam sections. Journal ofBuilding Structures, 2007, 28(4): 18-25 (in Chinese))
[18]  18 Kawaguchi J, Morino S, Sugimoto T, et al. Experimentalstudy on structural characteristics of portal frames consist-ing of square CFT columns. In: Proceedings of the Confer-ence Composite Construction in Steel and Concrete, Banff, Canada, 2002
[19]  19 Herrera RA, Ricles JM, Sause R. Seismic performance eval-uation of a large-scale composite mrf using pseudo dynamictesting. Journal of Structural Engineering, 2008, 134(2):279-288
[20]  20 王文达, 韩林海, 陶忠.钢管混凝土柱-钢梁平面框架抗震性能的试验研究.建筑结构学报, 2004, 27(3):48-59 (Wang Wenda, Han Linhai, Tao Zhong. Experimental research on seis-mic behavior of concrete filled CHS and SHS columns andsteel beam planar frames. Journal of Building Structures, 2004, 27(3):48-59 (in Chinese))
[21]  21 王来, 王铁成, 陈倩.低周反复载荷下方钢管混凝土框架抗震性能的试验研究.地震工程与工程振动, 2003, 23(3):113-117(Wang Lai, Wang Tiechen, Chen Qian. Experimental studyon seismic performance of concrete-filled rectangular tubu-lar frame under low-reversed cyclic loading. EarthquakeEngineering and Engineering Vibration, 2003, 23(3): 113-117 (in Chinese))
[22]  22 杜国锋, 许成祥, 江楚雄.钢管混凝土框架结构模拟地震振动台试验.重庆大学学报, 2008, 31(2):228-232 (Du Guofeng, Xu Chengxiang, Jiang Chuxiong. Earthquake simulation shak-ing table test of concrete-filled steel tube frame structure.Journal of Chongqing University, 2008, 31(2): 228-232 (inChinese))
[23]  23 宗周红, 林东欣, 房贞政等.两层钢管混凝土组合框架结构抗震性能试验研究.建筑结构学报, 2002, 23(2):27-36 (Zong Zhouhong, Lin Dongxin, Fang Zhenzheng, et al. Experi-mental research on seismic behavior of a two-story concretefilled steel tubular composite frame. Journal of BuildingStructures, 2002, 23(2): 27-36 (in Chinese))
[24]  24 Spacone E, EI-Twail S. Nonlinear analysis of steel-concretecomposite structure: state of the art. Journal of Structural Engineering, 2004, 130(2): 159-168
[25]  25 Bao YH, Kunnath SK, El-Tawil S, et al. Macromodel-based simulation of progressive collapse: RC frame struc-tures. Journal of Structural Engineering, 2008, 34 (7):1079-1091
[26]  26 Queiroz FD, Vellasco P, Nethercot DA. Finite elementmodeling of composite beams with full and partial shearconnection. Journal of Constructional Steel Research, 2007, 63(4): 505-521
[27]  27 Varma AH. Seismic behavior, analysis, and design of highstrength square concrete filled steel tube (CFST) columns.[PhD Thesis]. Bethlehem: Lehigh University, 2000
[28]  28 黄远.钢-混凝土组合框架受力性能的试验研究及模型分析.[硕士论文].北京:清华大学, 2009 (Huang Yuan. Experimen-tal research and numerical analysis of the mechanical be-havior of steel-concrete composite frame.[Master Thesis].Beijing:Tsinghua University, 2009 (in Chinese))
[29]  29 Zhao HL, Yuan Y, Ye ZM. Simplified nonlinear simulationof steel{concrete composite beams. Journal of Construc-tional Steel Research, 2012, 71: 83-91
[30]  30 王斌, 郑山锁, 李磊.基于损伤的型钢混凝土构件数值分析.工程力学, 2011, 28(5):124-128 (Wang Bin, Zheng Shansuo, LiLei. Damage-based numerical analysis of steel reinforcedconcrete members. Engineering Mechanics, 2011, 28(5):124-128 (in Chinese))
[31]  31 王文达, 韩林海.钢管混凝土柱-钢梁平面框架的滞回关系.清华大学学报(自然科学版), 2009, 49(12):1934-1938 (WangWenda, Han Linhai. Hysteresis relationship in concretefilled steel tubular columns and steel beam planar frames.Journal of Tsinghua University (Sci & Tech), 2009, 49(12):1934-1938 (in Chinese))
[32]  32 Susantha K, Ge HB, Usami T. Cyclic analysis and capacityprediction of concrete-filled steel box columns. EarthquakeEngineering and Structural Dynamics, 2002, 31(2): 195-216
[33]  33 Fujimoto T, Mukai A, Nishiyama I. Behavior of eccentri-cally loaded concrete-filled steel tubular columns. Journalof Structural Engineering, 2004, 130(2): 203-212
[34]  34 Hatzigeorgiou GD. Numerical model for the behavior andcapacity of circular CFT columns, Part Ⅱ: verification andextension. Engineering Structures, 2008, 30(6): 1579-1589
[35]  35 Varma AH, Ricles JM, Sause R, et al. Experimental be-havior of high strength square concrete-filled steel tubecolumns. Journal of Structural Engineering, 2002, 128 (3):309-318
[36]  36 Rassati GA, Leon RT, Noé S. Component modeling of par-tially restrained composite joints under cyclic and dynamicloading. Journal of Structural Engineering, 2004, 130(2):343-351
[37]  37 Khandelwal K, El-Tawil S, Kunnath SK, et al.Macromodel-based simulation of progressive collapse: steelframe structures. Journal of Structural Engineering, 2008, 134(7): 1070-1078
[38]  38 陆新征, 林旭川, 叶列平.多尺度有限元建模方法及其应用.华中科技大学学报(城市科学版), 2008, 25(4):76-80 (LuXinzheng, Lin Xuchuan, Ye Lieping. Multi-scale finite ele-ment modeling method and application. J of HUST(UrbanScience Edition), 2008, 25(4): 76-80 (in Chinese))
[39]  39 林旭川, 陆新征, 叶列平.钢-混凝土混合框架结构多尺度分析及其建模方法.计算力学学报, 2010, 27(3):469-475 (LinXuchuan, Lu Xinzheng, Ye Lieping. Multi-scale analy-sis and modeling method of steel-concrete hybrid frames.Chinese Journal of Computational Mechanics, 2010, 27(3):469-475 (in Chinese))
[40]  40 石永久, 王萌, 王元清.基于多尺度模型的钢框架抗震性能分析.工程力学, 2011, 28(12):20-26 (Shi Yongjiu, Wang Meng, Wang Yuanqing. Seismic behavior analysis of steel frameby multi-scale calculation method. Engineering Mechan-ics, 2011, 28(12): 20-26 (in Chinese))
[41]  41 Wang Wenda, Zhou Xiaoyan, Wang Wenda. Preliminaryanalysis on progressive collapse of composite frames withconcrete-filled steel tubular columns. Advanced MaterialsResearch, 2011, 243-249: 531-535
[42]  42 王秋维, 史庆轩, 杨坤.型钢混凝土结构抗震性态水平和容许变形值的研究.西安建筑科技大学学报, 2009, 41(1):82-87(Wang Qiuwei, Shi Qingxuan, Yang Kun. Study on theseismic performance levels and tolerant deformation valuesof SRC structures. J Xi'an Univ of Arch & Tech, 2009, 41(1): 82-87 (in Chinese))
[43]  43 刘祖强.型钢混凝土异形柱框架抗震性能及设计方法研究.[博士论文].西安:西安建筑科技大学, 2012 (Lü Zuqiang. Researchon seismic performance and design method of steel rein-forced concrete frame with special-shaped columns.[PhDThesis]. Xi'an:Xi'an University of Architecture & Tech-nology, 2012 (in Chinese))
[44]  44 王文达, 夏秀丽, 史艳莉.钢管混凝土框架基于性能的抗震设计探讨.工程抗震与加固改造, 2010, 32(2):96-101 (WangWenda, Xia Xiuli, Shi Yanli. Discussion of performance-based seismic design for concrete-filled steel tubular frame.Earthquake Resistant Engineering and Retrofitting, 2010, 32(2): 96-101 (in Chinese))

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