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LI Jian-qin, GAO Xiang-yu. Research on Period Shortening Factor of Concrete Frame With Buckling-Restrained Brace[J]. Journal of Beijing University of Technology, 2014, 40(8): 1239-1247.
Citation: LI Jian-qin, GAO Xiang-yu. Research on Period Shortening Factor of Concrete Frame With Buckling-Restrained Brace[J]. Journal of Beijing University of Technology, 2014, 40(8): 1239-1247.

Research on Period Shortening Factor of Concrete Frame With Buckling-Restrained Brace

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  • Received Date: November 21, 2013
  • Available Online: January 10, 2023
  • Because there was no suggestion value of period shortening factor of concrete frames with buckling-restrained brace (BRB) in chinese code, the authors researched 48 different cases, with the consideration of infill wall's nonlinear performance to find the proper value of period shortening factor for different seismic design requirements. The conclusion is that the period shortening factor relates to the displacement requirement of seismic structure and the influence of structural system to the period reduction factor is not obvious. Finally, the authors gave the suggested values of period reduction factor for concrete frame with BRB.
  • [1]
    顾炉忠, 高向宇, 徐建伟, 等.防屈曲支撑混凝土框架结构抗震性能试验研究[J].建筑结构学报, 2011, 32 (7) :101-111.GU Lu-zhong, GAO Xiang-yu, XU Jian-wei, et al.Research on seismic performance of BRB concrete frames[J].Journal of Building Structures, 2011, 32 (7) :101-111. (in Chinese)
    [2]
    中华人民共和国住房和城乡建设部.JGJ3—2010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, 2010.
    [3]
    高小旺, 卜庆顺.多层钢筋砼框架房屋周期折减系数和层间弹性位移修正系数的取值[J].建筑结构, 1993 (2) :42-46.GAO Xiao-wang, BU Qing-shun.Research on period shortening factor and correction factor of inter-story displacement in multi-story RC structure[J].Building Structure, 1993 (2) :42-46. (in Chinese)
    [4]
    张敬书, 姜丽娜, 冯立平, 等.周期折减系数合理取值的探讨[J].建筑技术, 2010, 41 (1) :49-51.ZHANG Jing-shu, JIANG Li-na, FENG Li-ping, et al.Research on period shortening factor[J].Architecture Technology, 2010, 41 (1) :49-51. (in Chinese)
    [5]
    童岳生, 钱国芳.砖填充墙钢筋砼框架房屋实用抗震计算方法[J].建筑结构学报, 1987 (1) :43-52.TONG Yue-sheng, QIAN Guo-fang.A practical earthquake-resistant calculating method for building frames with masonry fillers walls[J].Journal of Building Structures, 1987 (1) :43-52. (in Chinese)
    [6]
    童岳生, 钱国芳.砖填充墙钢筋混凝土框架的变形性能及承载能力[J].西安冶金建筑学院学报, 1985, 42 (2) :1-21.TONG Yue-sheng, QIAN Guo-fang.Deformation behavior and load capacity reinforces concrete frames[J].Journal of Xi'an Institute of Metallurgy and Construction Engineering, 1985, 42 (2) :1-21. (in Chinese)
    [7]
    刘大海, 钟锡根, 杨翠如.砖填充墙框架房屋的地震内力分析[J].建筑结构学报, 1981 (2) :34-44.LIU Da-hai, ZHONG Xi-gen, YANG Cui-ru.Behacior of infilled frame under cyclic loading[J].Journal of Building Structures, 1981 (2) :34-44. (in Chinese)
    [8]
    吴绮芸, 田家骅, 徐显毅.砖墙填充框架在单向及反复水平荷载作用下的性能研究[J].建筑结构学报, 1980 (4) :38-44.WU Qi-yun, TIAN Jia-hua, XU Xian-yi.A study of the behavior of brick infilled frame structures under monotonic and reversed cyclic horizontal load[J].Journal of Building Structures, 1980 (4) :38-44. (in Chinese)
    [9]
    MAYES R L, MOSTAGHEL N M, CLOUGH R W, et al.Cyclic tests on masonry piers[J].Bulletin of the New Zealand National Society for Earthquake Engineering, 1974, 7 (3) :105-115.
    [10]
    朱杰江, 张亦页, 郑愔睿.框架结构填充墙体材料的合理选取[J].四川建筑科学研究, 2012, 38 (1) :28-32.ZHU Jie-jiang, ZHANG Yi-ye, ZHENG Yin-rui.Reasinable selection of filled wall material of frame structure economical analysis of materials[J].Sichuan Building Science, 2012, 38 (1) :28-32. (in Chinese)
    [11]
    魏庆仁.填充墙墙体材料的选择[J].住宅科技, 1995 (4) :8-11.WEI Qing-ren.The selection of material of infilled wall[J].Housing Science, 1995 (4) :8-11. (in Chinese)
    [12]
    曹万林, 王光远, 吴建有, 等.轻质填充墙异型柱框架结构层刚度及其衰减过程的研究[J].建筑结构学报, 1995, 16 (5) :20-31.CAO Wan-lin, WANG Guang-yuan, WU Jian-you, et al.Study on the story stiffness and its degeneration of frame with light weight infilling and special shape columns[J].Journal of Building Structures, 1995, 16 (5) :20-31. (in Chinese)
    [13]
    许铁生, 段晓农.填充墙框架的抗震优化设计[J].建筑结构, 1991 (4) :35-39.XU Tie-sheng, DUAN Xiao-nong.Optimized seismic design of infilled concrete frame[J].Building Structure, 1991 (4) :35-39. (in Chinese)
    [14]
    KLINGNER R E, BERTERO V V.Earthquake resistance of infilled frames[J].Journal of the Structural Division, 1978, 104 (6) :973-989.
    [15]
    GOVINDAN P, LAKSHMIPATHY M, SANTHAKUMAR A R.Ductility of Infilled Frames[J].ACI Journal, 1986 (7/8) :567-576.
    [16]
    齐彬, 郭子雄.考虑填充墙影响的教学楼框架结构推覆分析[J].工程抗震与加固改造, 2010, 32 (2) :31-36, 67.QI Bin, GUO Zi-xiong.Pushover analysis of RC frame school buildings considering the influence infilled wall[J].Earthquake Resistant Engineering and Retrofitting, 2010, 32 (2) :31-36, 67. (in Chinese)
    [17]
    阎红霞, 杨庆山.多遇地震下填充墙侧向刚度对RC框架结构抗震性能的影响[J].土木工程学报, 2012, 45 (增刊1) :54-60.YAN Hong-xia, YANG Qing-shan.The influence of infill wall lateral stiffness on the seismic performance of RC frame structures under small earthquakes[J].China Civil Engineering Journal, 2012, 45 (Suppl 1) :54-60. (in Chinese)
    [18]
    王君.考虑填充墙作用的框架结构抗震性能分析[D].成都:西南交通大学土木工程学院, 2010.WANG Jun.The assessment of seismic performance of infilled frame[D].Chengdu:School of Civil Engineering, Southwest Jiaotong University, 2007. (in Chinese)
    [19]
    Federal Emergency Management Agency.FEMA307:evaluation earthquake damaged concrete and masonry wall buildings[S].Washington, DC:Federal Emergency Management Agency, 1998.
    [20]
    CHANG G A, MANDER J B.Seismic energy based fatigue damage analysis of bridge columns[R].Buffalo:National Center for Earthquake Engineering Research, State University of New York, 1994.
    [21]
    中华人民共和国原城乡建设环境保护部.GBJ3—88砌体结构设计规范[S].北京:中国建筑工业出版社, 1988.
    [22]
    深圳市建设局, 深圳市规划局.SJG13—2004非承重砌块墙体设计规范[S].北京:中国建筑工业出版社, 2004.
    [23]
    中华人民共和国住房和城乡建设部.GB50009—2012建筑结构荷载规范[S].北京:中国建筑工业出版社, 2012.
    [24]
    中华人民共和国住房和城乡建设部.GB50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社, 2010.
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