高层结构抗扭设计现状与发展综述
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摘要
对于高层结构的抗扭设计,现行抗震规范在结构布置、扭转作用、扭转刚度、抗扭承载力等方面都有所考虑。本文就其中的扭转位移比、扭转周期比、扭转刚度和扭转地震作用做一些讨论。建议应进一步研究扭转地震动和扭转地震作用下结构的弹塑性反应。
The code of seismic design of buildings have proposed some requirements and control measures about torsional design of structures.In this paper,the torsional displacement ratio,the torsional period ratio,the torsional stiffness and the torsional earthquake excitation are discussed.It is considered that the further study of torsional earthquake and elastic-plastic torsional response of structure should be made.
The code of seismic design of buildings have proposed some requirements and control measures about torsional design of structures.In this paper,the torsional displacement ratio,the torsional period ratio,the torsional stiffness and the torsional earthquake excitation are discussed.It is considered that the further study of torsional earthquake and elastic-plastic torsional response of structure should be made.
引文
[1]Farzad N.The Seismic Design Handbook[M].Germany:Springer,2001
[2]Earthquake Disaster Mitigation Research Centre.Reporton the Chi-chi,Taiwan earthquake of September,21,1999[R].Japan:Miki,Hayogo Prefecture,2000:56-58
[3]TJ 11-78,工业与民用建筑抗震设计规范[S]TJ11-78,Code of Seismic Design of Industrial and CivilBuildings[S](in Chinese)
[4]GBJ 11-89,建筑抗震设计规范[S]GBJ 11-89,Code for Seismic Design of Buildings[S](in Chinese)
[5]GB 50011-2001,建筑抗震设计规范[S]GB 50011-2001,Code for Seismic Design of Buildings[S](in Chinese)
[6]JGJ 3-2002,高层建筑混凝土结构技术规程[S]GJ3-2002,Technical Specification for Concrete Stricturesof Tall Building[S](in Chinese)
[7]Uniform Building Code(UBC),Structural DesignProvisions[S].International Conference of BuildingOfficials(ICBD),1997
[8]FEMA(2003).NEHRP Recommended Provisions forSeismic Regulations for New Buildings and otherStructures[S].Building Seismic Safety Council(BSSC),FEMA 450,2003
[9]International Building Code 2006.International CodeCouncil[S].Mar 2006
[10]程绍革译.Structural Euro Codes(EC8)[S].北京:中国建筑科学研究院工程抗震研究所,1997Cheng Shao-ge(translate).Structural Euro Codes(EC8)[S].Beijing:China Academy of BuildingResearch,1997(in Chinese)
[11]New Zealand Standard NZS 4203:1992,Code ofPractice for General Structural Design and DesignLoadings for Buildings[S].Standards Association ofNew Zealand,Wellington,New Zealand,1992
[12]魏琏,王森.论水平地震作用下对称和规则结构的抗扭设计[J].建筑结构.2005,35(5):13～17Wei Lian,Wang Shen.Torsional design of symmetricaland regular structures under translational earthquakeinput[J].Architectural Structure.2005,35(5):13～17(in Chinese)
[13]魏琏,王森.水平地震作用下扭转不规则建筑竖向构件抗扭验算[J].深圳土木与建筑,2010,7(2):28～31Wei Lian,Wang Shen.Torsional design of verticalmember in symmetrical and regular structures undertranslational earthquake input[J].Shenzhen CivilEngineering and Architecture.2010,7(2):28～31(inChinese)
[14]Prestley M,Kowalsky M J.Aspects of drift and ductilitycapacity of rectangular cantilever structure walls[A].Bulletin of the New Zealand National Society forEarthquake Engineering[C],1998,31(2):73～85
[15]Chandler A M,Correnza J C,Hutchinson G L.Influence of accidental eccentricity on inelastic seismictorsional effect in buildings[J].EngineeringStructures,1995,17(3):167～178
[16]Irvine H M,Kountouris G E.Inelastic seismic responseof a torsionally unbalanced single story building model[R].Publication No.R79-31.Cambridge:Massachusetts Institute of Technology,1979,712～721
[17]徐培福,黄吉锋,韦承基.高层建筑结构的扭转反应控制[J].土木工程学报,2006,39(7):1-8Xu Pei-fu,Huang Ji-feng,Wei Cheng-ji.Control oftorsional response of tall buildings[J].China CivilEngineering Journal,2006,39(7):1-8(in Chinese)
[18]Dela Llera,Chopra A K.Accidental torsion in buildingsdue to stiffness uncertainty[J].Earthquake Engineeringand Structural Dynamics,1994,23(2):117～134
[19]韩军.建筑结构扭转地震反应分析及抗扭设计方法研究[D].重庆:重庆大学,2009.4Han Jun.Study on Torsional Response Analysis andTorsion Resistance Design Method of Building Structuresunder Earthquake Action[D].Chongqing:ChongqingUniversity,2009,4(in Chinese)
[20]Dela Llera,Chopra A K.Accidental torsion in buildingsdue to base rotational excitation[J].EarthquakeEngineering and Structural Dynamics,1994,23(9):1103～1021
[21]Shakib,Tohidi.Evaluation of accidental eccentricity inbuildings due to rotational component of earthquake[J].Journal of Earthquake Engineering,2002,16(4):431～445
[22]Newmark N M.Torsion in Symmetrical Buildings[A].Proc.Fourth World Conference on Earthquake Eng.[C],1969,Ⅱ,A3/19～A3/32
[23]Tso W K,Hsu T I.Torsional spectrum for earthquakemotion[J].Earthquake Engineering and StructureDynamics,1978,6(3)
[24]Hart G C,Lew M,DiJulio R M.Rotational response ofhighrise buildings[J].ASCE.Journal of StructuralDivision,1975,101(2)
[25]Rutenberg A,Heidebrecht A C.Rotational groundmotion and seismic codes[J].Canadian Journal of CivilEngineering,1985,12(3)
[26]Li Hong-nan,Sun Li-ye,Wang Su-yan.Improvedapproach for obtaining rotational components of seismicmotion[J].Nuclear Engineering and Design,2004,232:131～137
[27]李宏男,孙强,王宁伟.面波产生的地震动转动分量的试验验证[J].工程力学,2007,24(4):113～117Li Hong-nan,Sun Qing,Wang Ning-wei.Experimentalverification of rotational components of earthquakemotion derived from surface waves[J].EngineeringMechanics,2007,24(4):113～117(in Chinese)
[28]李宏男.结构多维抗震理论[M].北京:科学出版社,2006Li Hong-nan.Theory of Multi-component EarthquakeResistant of Building[M].Beijing:Science Press,2006(in Chinese)
[29]Bycroft G.Soil-structure interaction and differentialground motion[J].EESD,1980,8:397～404
[30]Luco J.On the relation between radiation problem forfoundation embedded in an elastic half-space[J].SDEE,1986,5:97～101
[2]Earthquake Disaster Mitigation Research Centre.Reporton the Chi-chi,Taiwan earthquake of September,21,1999[R].Japan:Miki,Hayogo Prefecture,2000:56-58
[3]TJ 11-78,工业与民用建筑抗震设计规范[S]TJ11-78,Code of Seismic Design of Industrial and CivilBuildings[S](in Chinese)
[4]GBJ 11-89,建筑抗震设计规范[S]GBJ 11-89,Code for Seismic Design of Buildings[S](in Chinese)
[5]GB 50011-2001,建筑抗震设计规范[S]GB 50011-2001,Code for Seismic Design of Buildings[S](in Chinese)
[6]JGJ 3-2002,高层建筑混凝土结构技术规程[S]GJ3-2002,Technical Specification for Concrete Stricturesof Tall Building[S](in Chinese)
[7]Uniform Building Code(UBC),Structural DesignProvisions[S].International Conference of BuildingOfficials(ICBD),1997
[8]FEMA(2003).NEHRP Recommended Provisions forSeismic Regulations for New Buildings and otherStructures[S].Building Seismic Safety Council(BSSC),FEMA 450,2003
[9]International Building Code 2006.International CodeCouncil[S].Mar 2006
[10]程绍革译.Structural Euro Codes(EC8)[S].北京:中国建筑科学研究院工程抗震研究所,1997Cheng Shao-ge(translate).Structural Euro Codes(EC8)[S].Beijing:China Academy of BuildingResearch,1997(in Chinese)
[11]New Zealand Standard NZS 4203:1992,Code ofPractice for General Structural Design and DesignLoadings for Buildings[S].Standards Association ofNew Zealand,Wellington,New Zealand,1992
[12]魏琏,王森.论水平地震作用下对称和规则结构的抗扭设计[J].建筑结构.2005,35(5):13～17Wei Lian,Wang Shen.Torsional design of symmetricaland regular structures under translational earthquakeinput[J].Architectural Structure.2005,35(5):13～17(in Chinese)
[13]魏琏,王森.水平地震作用下扭转不规则建筑竖向构件抗扭验算[J].深圳土木与建筑,2010,7(2):28～31Wei Lian,Wang Shen.Torsional design of verticalmember in symmetrical and regular structures undertranslational earthquake input[J].Shenzhen CivilEngineering and Architecture.2010,7(2):28～31(inChinese)
[14]Prestley M,Kowalsky M J.Aspects of drift and ductilitycapacity of rectangular cantilever structure walls[A].Bulletin of the New Zealand National Society forEarthquake Engineering[C],1998,31(2):73～85
[15]Chandler A M,Correnza J C,Hutchinson G L.Influence of accidental eccentricity on inelastic seismictorsional effect in buildings[J].EngineeringStructures,1995,17(3):167～178
[16]Irvine H M,Kountouris G E.Inelastic seismic responseof a torsionally unbalanced single story building model[R].Publication No.R79-31.Cambridge:Massachusetts Institute of Technology,1979,712～721
[17]徐培福,黄吉锋,韦承基.高层建筑结构的扭转反应控制[J].土木工程学报,2006,39(7):1-8Xu Pei-fu,Huang Ji-feng,Wei Cheng-ji.Control oftorsional response of tall buildings[J].China CivilEngineering Journal,2006,39(7):1-8(in Chinese)
[18]Dela Llera,Chopra A K.Accidental torsion in buildingsdue to stiffness uncertainty[J].Earthquake Engineeringand Structural Dynamics,1994,23(2):117～134
[19]韩军.建筑结构扭转地震反应分析及抗扭设计方法研究[D].重庆:重庆大学,2009.4Han Jun.Study on Torsional Response Analysis andTorsion Resistance Design Method of Building Structuresunder Earthquake Action[D].Chongqing:ChongqingUniversity,2009,4(in Chinese)
[20]Dela Llera,Chopra A K.Accidental torsion in buildingsdue to base rotational excitation[J].EarthquakeEngineering and Structural Dynamics,1994,23(9):1103～1021
[21]Shakib,Tohidi.Evaluation of accidental eccentricity inbuildings due to rotational component of earthquake[J].Journal of Earthquake Engineering,2002,16(4):431～445
[22]Newmark N M.Torsion in Symmetrical Buildings[A].Proc.Fourth World Conference on Earthquake Eng.[C],1969,Ⅱ,A3/19～A3/32
[23]Tso W K,Hsu T I.Torsional spectrum for earthquakemotion[J].Earthquake Engineering and StructureDynamics,1978,6(3)
[24]Hart G C,Lew M,DiJulio R M.Rotational response ofhighrise buildings[J].ASCE.Journal of StructuralDivision,1975,101(2)
[25]Rutenberg A,Heidebrecht A C.Rotational groundmotion and seismic codes[J].Canadian Journal of CivilEngineering,1985,12(3)
[26]Li Hong-nan,Sun Li-ye,Wang Su-yan.Improvedapproach for obtaining rotational components of seismicmotion[J].Nuclear Engineering and Design,2004,232:131～137
[27]李宏男,孙强,王宁伟.面波产生的地震动转动分量的试验验证[J].工程力学,2007,24(4):113～117Li Hong-nan,Sun Qing,Wang Ning-wei.Experimentalverification of rotational components of earthquakemotion derived from surface waves[J].EngineeringMechanics,2007,24(4):113～117(in Chinese)
[28]李宏男.结构多维抗震理论[M].北京:科学出版社,2006Li Hong-nan.Theory of Multi-component EarthquakeResistant of Building[M].Beijing:Science Press,2006(in Chinese)
[29]Bycroft G.Soil-structure interaction and differentialground motion[J].EESD,1980,8:397～404
[30]Luco J.On the relation between radiation problem forfoundation embedded in an elastic half-space[J].SDEE,1986,5:97～101
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