变截面门式刚架地震反应研究进展
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摘要
总结了国内外变截面门式刚架抗震设计和地震反应研究的主要方法及研究现状,指出了我国开展变截面门式刚架进行地震反应研究的必要性和迫切性,针对我国现有规范(程)中变截面门式刚架抗震设计规定的不足,对变截面门式刚架的地震反应进行了研究分析,提出了变截面门式刚架地震反应分析和设计方法的研究方向。
This paper summarized the recent progress in the seismic response analysis and major earthquake design methods of the portal frame structures with tapered members at home and abroad,as well as pointed out the necessity and urgency to study the seismic response of this type of structure.In allusion to the insufficiencies of earthquake design items in some specifications for these structures in China,the paper carried out the research on seismic response of these structures under earthquake.And the future prospect of seismic analysis and design methods for these structures under earthquake is also predicted.
This paper summarized the recent progress in the seismic response analysis and major earthquake design methods of the portal frame structures with tapered members at home and abroad,as well as pointed out the necessity and urgency to study the seismic response of this type of structure.In allusion to the insufficiencies of earthquake design items in some specifications for these structures in China,the paper carried out the research on seismic response of these structures under earthquake.And the future prospect of seismic analysis and design methods for these structures under earthquake is also predicted.
引文
[1]Xiao-Ling Zhao,郭彦林.21世纪轻型钢结构的发展与展望[A].中国土木工程学会第八届年会论文集[C].1997.
[2]谭巍,牟宗磊.轻型门式刚架结构体系最优柱距研究[J].建筑钢结构进展,1999,(1):16-21.
[3]王文明.变截面轻型门式刚架结构体系的稳定研究[D].北京:清华大学土木工程学院,1998.
[4]张汝成,詹先义.非线性有限元分析[M].重庆:重庆大学出版社,1990.
[5]王勖成.有限单元法[M].北京:清华大学出版社,2003.
[6]Clough R W.Earthquake Response of Structures[M].EarthquakeEngineering(Ed.R.L.Wiegel),Prentice-Hall,EnglewoodCliffs,New Jersey,1970,chap.12:307-334.
[7]Housner G W.Strong Ground Motion[M].Earthquake Engineer-ing(Ed.R.L.Wiegel),Prentice-Hall,Englewood Cliffs,New Jersey,1970,chap.4:73-91.
[8]李桂青.弹性及弹塑性抗震理论[M].北京:地震出版社,1985:186-231.
[9]Ruiz P&Penzien J.Stochastic Seismic Response of Structures[J].J Eng.Mech Div ASCE,1971,(4):441-456.
[10]Goldberg J E,Bogdanoff J L&Sharpe D R.The Response of Sim-ple Nonlinear Systems to ARandom Disturbance of the EarthquakeType[J].Bull.Seismo.Soc.Am,1964,54(1):263-276.
[11]李桂青.地震作用及结构反应的概率分析方法[M].北京:地震出版社,1985.
[12]Karamanos S,Spyros A,Karamanos.Earthquake Effects on Low-Rise Steel Buildings in High Seismicity Areas:a Designer s View[J].J Construct,Steel Res,1997,44(1-2):115-128.
[13]兰冬.平面刚架结构对地震荷载动力响应的几个特点[J].淮南矿业学报,1989,(1).
[14]兰冬.空间刚架结构对地震响应的有限元分析[J].淮南矿业学报,1990,10(2).
[15]章军,王元清,陈宏,石永久.地震作用下门式刚架轻型房屋钢结构的设计与分析[J].四川建筑科学研究,2004,30(2).
[16]CECS102∶2002门式刚架轻型房屋钢结构技术规程[S].北京:中国计划出版社,2003.
[17]于洪,魏东.变截面框架结构动力分析与抗震计算[J].安徽建筑工业学院学报(自然科学版),2003,11(3).
[18]周甫方,刘纪陆.单层厂房排架结构地震反应分析的新方法[J].工业建筑,2001,31(2).
[19]徐贵章.变截面刚架结构抗震设计的分析与计算[J].工程抗震,1997,(2):6-10.
[20]Kwon HD,Park Y P.Dynamic Characteristics of Stepped Cantile-ver Beams Connected with a Rigid Body[J].Journal of Sound andVibration.2002,255(4):701-717.
[21]Just D J.Plane Frameworks of Tapering Box and I-Section[J].Journal of Structure Divi.,1977,103(1):71-86.
[22]Rao.HVSG.Closed Form Series Solutions of Boundary ValueProblems with Variable Properties[J].Computers&Structures,1986,23(2):21-51.
[23]吴亚平.变截面压杆稳定性计算的等效刚度法[J].力学与实践,1994,(1).
[24]Bradford M A,Cuk P E.Elastic Buckling of Tapered Mono-Symmetric I-Beams[J].Journal of Structure Engineering.1988,114(5):977-996.
[25]Karabalis D L.Static,Dynamic and Stability Analysis of Struc-tures Composed of Tapered Beams[J].Computers&Structures.1983,16(6):731-748.
[26]张淑霞,顾强.楔形变截面柱平面内稳定及平面内等效弯矩系数[J].工业建筑,2002,(1).
[27]Girijavallabhan V C.Buckling Loads of Non-Uniform Columns[J].Journal of Structure Divi,1969,95(11):2419-2431.
[28]Banerjee J R.Exact Bernoulli-Euler static stiffness matrix for arange of tapered beam-columns[J].International Journal NumMathematical Engineering,1986,23(9):1615-1628.
[29]Gere J M,Carter W O.Critical buckling loads for tapered columns[J].Journal of Structure Divi,1962,88(1):1-11.
[30]Al-Gahtani HJ.Exact stiffness for tapered members[J].Journal ofStructure Engineering,1996,122(10):1234-1239.
[31]Cleghorn W L,Tabarrok B.Finite element formulation of a taper-ed Timoshenko beam for free vibration analysis[J].J.of Sound&Vib,1992,152(3):461-470.
[32]Dube G P,Dumir P C.Tapered thin open section beams on elasticfoundation-buckling analysis[J].Computers&Structures,1996,61(5):845-857.
[33]Dube G P,Dumir P C.Tapered thin open section beams on elasticfoundation-vibration analysis[J].Computers&Structures,1996,61(5)859-869.
[34]Lee G C,Szabo B A.Tortional response of tapered I-girders[J].Journal of Structure Divi,1967,93(5):233-252.
[35]Kim M C,Lee G C,Chang K C.Inelastic buckling of taperedmembers with accumulated strain[J].Struct.Engng.and Mech,1995,3(6):611-622.
[36]卫振海,赵挥勤.用能量法分析变截面梁的稳定极限承载力[J].工业建筑,1994,(3).
[37]Frieman Z,Kosmatka J B.Exact stiffness matrixof a non-uniformbeam-extension,torsion and bending of a Bernoulli-Euler beam[J].Computers&Structures,1992,42(5):671-682.
[38]Rajasekaran S.Instability of tapered thin-walled beams of gener-ic open section[J].Journal of Engineering Mechanical,1994,120(8):1630-1640.
[39]Rajasekaran S.Equations for tapered thin-walled beams of gener-ic open section[J].Journal of Engineering.Mechanical,1994,120(8):1607-1629.
[40]Guo-qiang Li,Jin-jiu Li.Atapered Timoshenko-Euler beamele-ment for analysis of steel portal frames[J].Journal of construction-al steel research,2002,58:1531-1544.
[41]Seung-Eock Kim,Se-Hyu Choi,Chang-Sung Kim,Sang-Soo Ma.Automatic design of space steel frame analysis[J].Thin-walledStructures,2004,42:1273-1291.
[42]Hwang J S,Chang K C,Lee G C,Ketter R L.Shaking table tests ofpinned-base steel gable frame[J].Journal of Structural Engi-neering,1989,(12):3031-3043.
[43]Hwang J S,Chang K C,Lee G C.Seismic behavior of gable frameconsisting of tapered members[J].Journal of Structural Engineer-ing,1991,117(3):808-821.
[44]GBJ50011-2002建筑抗震设计规范[S].北京:中国建筑工业出版社,2002.
[2]谭巍,牟宗磊.轻型门式刚架结构体系最优柱距研究[J].建筑钢结构进展,1999,(1):16-21.
[3]王文明.变截面轻型门式刚架结构体系的稳定研究[D].北京:清华大学土木工程学院,1998.
[4]张汝成,詹先义.非线性有限元分析[M].重庆:重庆大学出版社,1990.
[5]王勖成.有限单元法[M].北京:清华大学出版社,2003.
[6]Clough R W.Earthquake Response of Structures[M].EarthquakeEngineering(Ed.R.L.Wiegel),Prentice-Hall,EnglewoodCliffs,New Jersey,1970,chap.12:307-334.
[7]Housner G W.Strong Ground Motion[M].Earthquake Engineer-ing(Ed.R.L.Wiegel),Prentice-Hall,Englewood Cliffs,New Jersey,1970,chap.4:73-91.
[8]李桂青.弹性及弹塑性抗震理论[M].北京:地震出版社,1985:186-231.
[9]Ruiz P&Penzien J.Stochastic Seismic Response of Structures[J].J Eng.Mech Div ASCE,1971,(4):441-456.
[10]Goldberg J E,Bogdanoff J L&Sharpe D R.The Response of Sim-ple Nonlinear Systems to ARandom Disturbance of the EarthquakeType[J].Bull.Seismo.Soc.Am,1964,54(1):263-276.
[11]李桂青.地震作用及结构反应的概率分析方法[M].北京:地震出版社,1985.
[12]Karamanos S,Spyros A,Karamanos.Earthquake Effects on Low-Rise Steel Buildings in High Seismicity Areas:a Designer s View[J].J Construct,Steel Res,1997,44(1-2):115-128.
[13]兰冬.平面刚架结构对地震荷载动力响应的几个特点[J].淮南矿业学报,1989,(1).
[14]兰冬.空间刚架结构对地震响应的有限元分析[J].淮南矿业学报,1990,10(2).
[15]章军,王元清,陈宏,石永久.地震作用下门式刚架轻型房屋钢结构的设计与分析[J].四川建筑科学研究,2004,30(2).
[16]CECS102∶2002门式刚架轻型房屋钢结构技术规程[S].北京:中国计划出版社,2003.
[17]于洪,魏东.变截面框架结构动力分析与抗震计算[J].安徽建筑工业学院学报(自然科学版),2003,11(3).
[18]周甫方,刘纪陆.单层厂房排架结构地震反应分析的新方法[J].工业建筑,2001,31(2).
[19]徐贵章.变截面刚架结构抗震设计的分析与计算[J].工程抗震,1997,(2):6-10.
[20]Kwon HD,Park Y P.Dynamic Characteristics of Stepped Cantile-ver Beams Connected with a Rigid Body[J].Journal of Sound andVibration.2002,255(4):701-717.
[21]Just D J.Plane Frameworks of Tapering Box and I-Section[J].Journal of Structure Divi.,1977,103(1):71-86.
[22]Rao.HVSG.Closed Form Series Solutions of Boundary ValueProblems with Variable Properties[J].Computers&Structures,1986,23(2):21-51.
[23]吴亚平.变截面压杆稳定性计算的等效刚度法[J].力学与实践,1994,(1).
[24]Bradford M A,Cuk P E.Elastic Buckling of Tapered Mono-Symmetric I-Beams[J].Journal of Structure Engineering.1988,114(5):977-996.
[25]Karabalis D L.Static,Dynamic and Stability Analysis of Struc-tures Composed of Tapered Beams[J].Computers&Structures.1983,16(6):731-748.
[26]张淑霞,顾强.楔形变截面柱平面内稳定及平面内等效弯矩系数[J].工业建筑,2002,(1).
[27]Girijavallabhan V C.Buckling Loads of Non-Uniform Columns[J].Journal of Structure Divi,1969,95(11):2419-2431.
[28]Banerjee J R.Exact Bernoulli-Euler static stiffness matrix for arange of tapered beam-columns[J].International Journal NumMathematical Engineering,1986,23(9):1615-1628.
[29]Gere J M,Carter W O.Critical buckling loads for tapered columns[J].Journal of Structure Divi,1962,88(1):1-11.
[30]Al-Gahtani HJ.Exact stiffness for tapered members[J].Journal ofStructure Engineering,1996,122(10):1234-1239.
[31]Cleghorn W L,Tabarrok B.Finite element formulation of a taper-ed Timoshenko beam for free vibration analysis[J].J.of Sound&Vib,1992,152(3):461-470.
[32]Dube G P,Dumir P C.Tapered thin open section beams on elasticfoundation-buckling analysis[J].Computers&Structures,1996,61(5):845-857.
[33]Dube G P,Dumir P C.Tapered thin open section beams on elasticfoundation-vibration analysis[J].Computers&Structures,1996,61(5)859-869.
[34]Lee G C,Szabo B A.Tortional response of tapered I-girders[J].Journal of Structure Divi,1967,93(5):233-252.
[35]Kim M C,Lee G C,Chang K C.Inelastic buckling of taperedmembers with accumulated strain[J].Struct.Engng.and Mech,1995,3(6):611-622.
[36]卫振海,赵挥勤.用能量法分析变截面梁的稳定极限承载力[J].工业建筑,1994,(3).
[37]Frieman Z,Kosmatka J B.Exact stiffness matrixof a non-uniformbeam-extension,torsion and bending of a Bernoulli-Euler beam[J].Computers&Structures,1992,42(5):671-682.
[38]Rajasekaran S.Instability of tapered thin-walled beams of gener-ic open section[J].Journal of Engineering Mechanical,1994,120(8):1630-1640.
[39]Rajasekaran S.Equations for tapered thin-walled beams of gener-ic open section[J].Journal of Engineering.Mechanical,1994,120(8):1607-1629.
[40]Guo-qiang Li,Jin-jiu Li.Atapered Timoshenko-Euler beamele-ment for analysis of steel portal frames[J].Journal of construction-al steel research,2002,58:1531-1544.
[41]Seung-Eock Kim,Se-Hyu Choi,Chang-Sung Kim,Sang-Soo Ma.Automatic design of space steel frame analysis[J].Thin-walledStructures,2004,42:1273-1291.
[42]Hwang J S,Chang K C,Lee G C,Ketter R L.Shaking table tests ofpinned-base steel gable frame[J].Journal of Structural Engi-neering,1989,(12):3031-3043.
[43]Hwang J S,Chang K C,Lee G C.Seismic behavior of gable frameconsisting of tapered members[J].Journal of Structural Engineer-ing,1991,117(3):808-821.
[44]GBJ50011-2002建筑抗震设计规范[S].北京:中国建筑工业出版社,2002.
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