钢管混凝土框架实用荷载-位移恢复力模型研究
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摘要
根据钢管混凝土柱-钢梁平面框架在恒定轴力与水平低周往复荷载共同作用下的试验结果,分析了钢管混凝土框架典型的水平荷载-水平位移滞回关系曲线的特征。基于非线性有限元理论,对影响钢管混凝土框架荷载-位移骨架曲线的主要因素进行了分析,结果表明:钢管混凝土柱含钢率、钢材强度、混凝土强度、柱轴压比、长细比、梁柱线刚度比及梁柱强度比等参数对钢管混凝土框架的荷载-位移骨架曲线有较大的影响。基于系统的参数分析结果,该文建议了单层钢管混凝土框架的荷载-位移恢复力模型。荷载-位移骨架曲线模型及滞回曲线模型的计算结果得到了试验及精确理论计算结果的验证。
The typical character of hysteretic curves of lateral load-displacements (P-Δ) was analyzed based on the experimental results of the planar composite frame, composed of concrete filled steel tubular (CFST) columns and I shape steel beam under sustaining axial load and cyclic lateral load. Parametric study is performed about the factors pertinent to the behavior of load-displacement envelop curves of CFST frames based on nonlinear finite element theory. The results show that the parameters, such as the steel ratio of the CFST column, strength of steel and concrete, the axial load level and slenderness ratio of the CFST column, the ratios of the beam to column linear stiffness and the beam to column strength, etc., have a influence on the behavior of load—displacement envelop curves. The load-displacement hysteretic model of one story CFST composite frame is established based on the systematic parametric analytical results. The envelop curve model and hysteretic relationship model are verified by experimental and accurate theoretic results respectively.
The typical character of hysteretic curves of lateral load-displacements (P-Δ) was analyzed based on the experimental results of the planar composite frame, composed of concrete filled steel tubular (CFST) columns and I shape steel beam under sustaining axial load and cyclic lateral load. Parametric study is performed about the factors pertinent to the behavior of load-displacement envelop curves of CFST frames based on nonlinear finite element theory. The results show that the parameters, such as the steel ratio of the CFST column, strength of steel and concrete, the axial load level and slenderness ratio of the CFST column, the ratios of the beam to column linear stiffness and the beam to column strength, etc., have a influence on the behavior of load—displacement envelop curves. The load-displacement hysteretic model of one story CFST composite frame is established based on the systematic parametric analytical results. The envelop curve model and hysteretic relationship model are verified by experimental and accurate theoretic results respectively.
引文
[1]胡聿贤.地震工程学[M].北京:地震出版社,1988.Hu Yuxian.Seismic engineering[M].Beijing:Earthquake Press,1988.(in Chinese)
[2]Matsui C.Strength and behavior of frames with concrete filled square steel tubular columns under earthquake loading[C].Proceedings of the lst International Specialty Conference on CFST.Harbin,1985.143―146.
[3]Morino S,Kawaguchi J,Yasuzaki C.Behavior of concrete filled steel tubular3-D sub-assemblages[C].Proceedings of the Engineering Foundation Conference on Composite Construction in Steel and Concrete II.Potosi,USA,1993.726―741.
[4]Kawaguchi J,Morino S,Sugimoto T.Elastoplastic behavior of concrete-filled steel tubular frames[C].Proceedings of the Engineering Foundation Conference on Steel and Concrete Composite Construction III.ASCE,New York,USA,1997.272―281.
[5]张文福.单层钢管混凝土框架恢复力特性研究[D].哈尔滨:哈尔滨工业大学,2000.Zhang Wenfu.Research on resilience performance of single floor concrete-filled steel tubular frame[D].Harbin:Harbin Institute of Technology,2000.(in Chinese)
[6]李斌,薛刚,张园.钢管混凝土框架结构抗震性能试验研究[J].地震工程与工程振动,2002,22(5):53―56.Li Bin,Xue Gang,Zhang Yuan.Experimental study on behaviors of concrete filled steel tubular frame[J].Earthquake Engineering and Engineering Vibration,2002,22(5):53―56.(in Chinese)
[7]王来,王铁成,陈倩.低周反复荷载下方钢管混凝土框架抗震性能的试验研究[J].地震工程与工程振动,2003,23(3):113―117.Wang Lai,Wang Tiecheng,Chen Qian.Experimental research on seismic performances of joint reinforced with inner ring stiffener of concrete-filled square tubular frame[J].Earthquake Engineering and Engineering Vibration,2003,23(3):113―117.(in Chinese)
[8]许成祥.钢管混凝土框架结构抗震性能的试验与理论研究[D].天津:天津大学,2003.Xu Chengxiang.Experimental and theoretical research on seismic behavior of concrete-filled steel tubular frames[D].Tianjin:Tianjin University,2003.(in Chinese)
[9]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[J].建筑结构学报,2006,27(3):48―58.Wang Wenda,Han Linhai,Tao Zhong.Experimental research on seismic behaviour of concrete-filled CHS and SHS columns and steel beam planar frames[J].Journal of Building Structures,2006,27(3):48―58.(in Chinese)
[10]丁阳,许成祥,戴学新.钢管混凝土框架结构抗震性能的非线性有限元分析[J].建筑结构,2004,34(1):7―10.Ding Yang,Xu Chengxiang,Dai Xuexin.Nonlinear finite element analysis on the seismic behavior of concrete-filled steel tubular frame[J].Building Structure,2004,34(1):7―10.(in Chinese)
[11]王铁成,卢明奇.轴压比对方钢管混凝土框架延性影响的有限元分析[J].吉林大学学报(工学版),2005,35(1):70―75.Wang Tiecheng,Lu Mingqi.Finite element analysis of effect of axial load level on ductility of CFRT frames[J].Journal of Jilin University(Engineering and Technology Edition),2005,35(1):70―75.(in Chinese)
[12]聂建国,秦凯,肖岩.方钢管混凝土框架结构的push-over分析[J].工业建筑,2005,35(3):68―70.Nie Jianguo,Qin Kai,Xiao Yan.Push-over analysis on the seismic behavior of a concrete-filled rectangular tubular frame structure[J].Industrial Construction,2005,35(3):68―70.(in Chinese)
[13]孙修礼,梁书亭,段友利.钢管混凝土框架骨架曲线研究[J].地震工程与工程振动,2007,27(1):99―103.Sun Xiuli,Liang Shuting,Duan Youli.Research on envelop curves of concrete filled steel tubular frame structure[J].Earthquake Engineering and Engineering Vibration,2007,27(1):99―103.(in Chinese)
[14]Yang Y B,Kuo S R.Theory and analysis of nonlinear framed structures[M].Singapore/New York:Prentice Hall,1994.
[15]Chen W F,Toma S.Advanced analysis for steel frames:Theory,software and applications[M].Boca Raton,Florida:CRC Press,1994.
[16]王文达.钢管混凝土柱-钢梁平面框架的力学性能研究[D].福州:福州大学,2006.Wang Wenda.Research on mechanics behaviour of concrete-filled steel tubular columns and steel beam planar frames[D].Fuzhou:Fuzhou University,2006.(in Chinese)
[17]韩林海.钢管混凝土结构—理论与实践[M].第2版.北京:科学出版社,2007.Han Linhai.Concrete-filled steel tubular structures—Theory and application[M].2nd Edition.Beijing:Science Press,2007.(in Chinese)
[18]DBJ13-51-2003,钢管混凝土结构技术规程[S].2003.DBJ13-51-2003,Technical specification for concrete-filled steel tubular structures[S].2003.(in Chinese)
[2]Matsui C.Strength and behavior of frames with concrete filled square steel tubular columns under earthquake loading[C].Proceedings of the lst International Specialty Conference on CFST.Harbin,1985.143―146.
[3]Morino S,Kawaguchi J,Yasuzaki C.Behavior of concrete filled steel tubular3-D sub-assemblages[C].Proceedings of the Engineering Foundation Conference on Composite Construction in Steel and Concrete II.Potosi,USA,1993.726―741.
[4]Kawaguchi J,Morino S,Sugimoto T.Elastoplastic behavior of concrete-filled steel tubular frames[C].Proceedings of the Engineering Foundation Conference on Steel and Concrete Composite Construction III.ASCE,New York,USA,1997.272―281.
[5]张文福.单层钢管混凝土框架恢复力特性研究[D].哈尔滨:哈尔滨工业大学,2000.Zhang Wenfu.Research on resilience performance of single floor concrete-filled steel tubular frame[D].Harbin:Harbin Institute of Technology,2000.(in Chinese)
[6]李斌,薛刚,张园.钢管混凝土框架结构抗震性能试验研究[J].地震工程与工程振动,2002,22(5):53―56.Li Bin,Xue Gang,Zhang Yuan.Experimental study on behaviors of concrete filled steel tubular frame[J].Earthquake Engineering and Engineering Vibration,2002,22(5):53―56.(in Chinese)
[7]王来,王铁成,陈倩.低周反复荷载下方钢管混凝土框架抗震性能的试验研究[J].地震工程与工程振动,2003,23(3):113―117.Wang Lai,Wang Tiecheng,Chen Qian.Experimental research on seismic performances of joint reinforced with inner ring stiffener of concrete-filled square tubular frame[J].Earthquake Engineering and Engineering Vibration,2003,23(3):113―117.(in Chinese)
[8]许成祥.钢管混凝土框架结构抗震性能的试验与理论研究[D].天津:天津大学,2003.Xu Chengxiang.Experimental and theoretical research on seismic behavior of concrete-filled steel tubular frames[D].Tianjin:Tianjin University,2003.(in Chinese)
[9]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[J].建筑结构学报,2006,27(3):48―58.Wang Wenda,Han Linhai,Tao Zhong.Experimental research on seismic behaviour of concrete-filled CHS and SHS columns and steel beam planar frames[J].Journal of Building Structures,2006,27(3):48―58.(in Chinese)
[10]丁阳,许成祥,戴学新.钢管混凝土框架结构抗震性能的非线性有限元分析[J].建筑结构,2004,34(1):7―10.Ding Yang,Xu Chengxiang,Dai Xuexin.Nonlinear finite element analysis on the seismic behavior of concrete-filled steel tubular frame[J].Building Structure,2004,34(1):7―10.(in Chinese)
[11]王铁成,卢明奇.轴压比对方钢管混凝土框架延性影响的有限元分析[J].吉林大学学报(工学版),2005,35(1):70―75.Wang Tiecheng,Lu Mingqi.Finite element analysis of effect of axial load level on ductility of CFRT frames[J].Journal of Jilin University(Engineering and Technology Edition),2005,35(1):70―75.(in Chinese)
[12]聂建国,秦凯,肖岩.方钢管混凝土框架结构的push-over分析[J].工业建筑,2005,35(3):68―70.Nie Jianguo,Qin Kai,Xiao Yan.Push-over analysis on the seismic behavior of a concrete-filled rectangular tubular frame structure[J].Industrial Construction,2005,35(3):68―70.(in Chinese)
[13]孙修礼,梁书亭,段友利.钢管混凝土框架骨架曲线研究[J].地震工程与工程振动,2007,27(1):99―103.Sun Xiuli,Liang Shuting,Duan Youli.Research on envelop curves of concrete filled steel tubular frame structure[J].Earthquake Engineering and Engineering Vibration,2007,27(1):99―103.(in Chinese)
[14]Yang Y B,Kuo S R.Theory and analysis of nonlinear framed structures[M].Singapore/New York:Prentice Hall,1994.
[15]Chen W F,Toma S.Advanced analysis for steel frames:Theory,software and applications[M].Boca Raton,Florida:CRC Press,1994.
[16]王文达.钢管混凝土柱-钢梁平面框架的力学性能研究[D].福州:福州大学,2006.Wang Wenda.Research on mechanics behaviour of concrete-filled steel tubular columns and steel beam planar frames[D].Fuzhou:Fuzhou University,2006.(in Chinese)
[17]韩林海.钢管混凝土结构—理论与实践[M].第2版.北京:科学出版社,2007.Han Linhai.Concrete-filled steel tubular structures—Theory and application[M].2nd Edition.Beijing:Science Press,2007.(in Chinese)
[18]DBJ13-51-2003,钢管混凝土结构技术规程[S].2003.DBJ13-51-2003,Technical specification for concrete-filled steel tubular structures[S].2003.(in Chinese)
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