结构静力非线性分析的研究进展
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摘要
基于性能的抗震设计作为21世纪结构抗震设计的新方法,受到了国内外工程技术人员的重视.简述了基于性能的抗震设计在国内外的发展和研究过程,分析了静力非线性分析方法在评估结构抗震性能中的不足,讨论了高阶振型对结构的影响,指出了静力非线性分析方法尚需要进一步研究的若干问题.
Performance-based seismic design(PSD),as a new method in 21th century,got its attention by engineers all over the word.The world recent developments of this PSD method were introduced.The shortcomings of nonlinear static analysis method in structural earthquake resistance evaluation,especially the effects of high-order mode to structure,were discussed and further research problems were pointed out.
Performance-based seismic design(PSD),as a new method in 21th century,got its attention by engineers all over the word.The world recent developments of this PSD method were introduced.The shortcomings of nonlinear static analysis method in structural earthquake resistance evaluation,especially the effects of high-order mode to structure,were discussed and further research problems were pointed out.
引文
[1]GB50011—2001,建筑抗震设计规范[S].
[2]PARK R,PAULAY T.Reinforced concrete structures[M].New York:John Wiley&Sons,1975.
[3]裴星洙,张立,任正权.高层建筑结构地震响应的时程分析法[M].北京:中国水利水电出版社,2006.
[4]钱稼茹,罗文斌.静力弹塑性分析——基于性能/位移抗震设计的分析工具[J].建筑结构,2000,30(6):23-26.
[5]SEAOC Vision 2000 Committee.Performance-basedseismic engineering of buildings[R].California:Struc-tural Engineers Association of California,1995.
[6]ATC—58.ATC—58 25%complete draft,guidelines forseismic performance assessment of buildings[S].
[7]小谷俊介.日本基于性能结构抗震设计方法的发展[J].建筑结构,2000,30(6):3-9.
[8]谢礼立.关于抗震设计样板规范[J].国际地震动态,2000(7):4-9.
[9]王亚勇.我国2000年工程抗震设计模式规范基本问题研究综述[J].建筑结构学报,2000,21(1):2-4.
[10]谢礼立.抗震性态设计和基于性态的抗震设防[C]//大型复杂结构的关键科学问题和设计理论研究论文集(1999).大连:大连理工大学出版社,2000:26-34.
[11]李宏男.结构多维抗震理论[M].北京:科学出版社,2006.
[12]PRIESTLEY M.Performance based seismic design[C]//Proc of the 21th Word Conference on Earthquake Engi-neering.New York:[s.n.],2000.
[13]FREEMAN S A.Evaluation of existing buildings forseismic risk-a case study of puget sound naval shipyard[C]//Proc of US National Conference of EarthquakeEngineering.New York:[s.n.],1975:113-122.
[14]FAJFAR P.Capacity spectrum method based on inelasticdemand spectra[J].Earthquake Engineering and Struc-tural Dynamics,1999,28(5):979-993.
[15]CHOPRA A K,GOEL R K.A modal pushover analysisprocedure for estimating seismic demands for buildings[J].Earthquake Engineering and Structural Dynamics,2002,31(3):561-582.
[16]叶燎原,潘文.结构静力弹塑性分析(push-over)的原理和计算实例[J].建筑结构学报,2000,21(1):37-43.
[17]VAMVATSIKOS D,COMELL C A.Direct estimation ofseismic demand and capacity of multi-degree-of-freedomsystems through incremental dynamic analysis of singledegree of freedom approximation[J].Joumal of Struc-tural Engineering,2005,131(4):589-599.
[18]MOFID M,ZARFAM P,FARD B R.On the modalincremental dynamic analysis[J].Struct Design Tall SpecBuild,2005,14(4):315-329.
[19]HAN S W,CHOPRA A K.Approximate incrementaldynamic analysis using the modal pushover analysisprocedure[J].Earthquake Engng Struct Dyn,2006,35(15):1 853-1 873.
[20]DOLSEK M,FAJFAR P.N2-A simple alternative forDA[C]//Proc of 13th Word Conference on EarthquakeEngineering Vancouver.New York:[s.n.],2004:33-53.
[21]郑正昌,森高英夫,下田郁夫.鹿儿岛机场候机楼抗震补强——增设黏滞阻尼墙的结构三维弹塑性分析[J].建筑结构,2000,30(6):19-22.
[22]CHANG W S,KOMATSU K,HSU M F,et al.On me-chanical behavior of traditional timber shearwall inTaiwanⅠ:background and theory derivation[J].Journalof Wood Science,2007,53(1):17-23.
[23]CHANG W S,KOMATSU K,HSU M F,et al.On me-chanical behavior of traditional timber shearwall inTaiwanⅡ:simp lified calculation and experimentalverification[J].Journal of Wood Science,2007,53(1):24-30.
[24]韩建平,吕西林,李慧.基于性能的地震工程研究的新进展及对结构非线性分析的要求[J].地震工程与工程振动,2007,27(4):15-23.
[25]CARDONE D.Nonlinear static methods vs.experimentalshaking table test results[J].Journal of EarthquakeEngineering,2007,11(6):847-875.
[26]熊向阳,戚震华.侧向荷载分布模式对静力弹塑性分析结果的影响[J].建筑科学,2001,17(5):8-13.
[27]杨溥,李英民,王亚勇,等.结构静力弹塑性分析(push-over)方法的改进[J].建筑结构学报,2000,21(1):44-50.
[28]梁兴文,邓明科.钢筋混凝土高层建筑结构基于位移的抗震设计方法研究[J].建筑结构,2006,36(7):15-20.
[29]熊立红,张敏政,杜修力.约束混凝土砌块结构抗震性态研究[J].地震工程与工程振动,2007,27(2):51-57.
[30]吕西林,朱杰江.高层建筑结构推覆分析及对设计的启示[J].建筑结构学报,2005,26(6):100-107.
[31]李刚,程耿东.基于性能的结构抗震设计——理论、方法与应用[M].北京:科学出版社,2004.
[32]FEMA.FEMA 274,NEHRP commentary on the guide-lines for the seismic rehabilitation of buildings[R].Washington D C:[s.n.],1997.
[33]王克峰,周云.考虑高振型影响的结构层间位移能力谱分析方法[J].地震工程与工程振动,2005,25(3):33-40.
[34]吴毅彬,郭子雄.一种改进的结构推覆分析目标位移计算方法[J].华侨大学学报,2007,28(2):188-191.
[35]朱星平.非线性静力分析需求谱建立方法的两点改进[J].华东交通大学学报,2008,25(3):25-27.
[36]侯爽,欧进萍.结构pushover分析的侧向力分布及高阶振型影响[J].地震工程与工程振动,2004,24(3):89-97.
[37]刘金龙.能力谱方法在模态pushover分析中的应用[J].沈阳建筑大学学报,2009,25(1):90-94.
[2]PARK R,PAULAY T.Reinforced concrete structures[M].New York:John Wiley&Sons,1975.
[3]裴星洙,张立,任正权.高层建筑结构地震响应的时程分析法[M].北京:中国水利水电出版社,2006.
[4]钱稼茹,罗文斌.静力弹塑性分析——基于性能/位移抗震设计的分析工具[J].建筑结构,2000,30(6):23-26.
[5]SEAOC Vision 2000 Committee.Performance-basedseismic engineering of buildings[R].California:Struc-tural Engineers Association of California,1995.
[6]ATC—58.ATC—58 25%complete draft,guidelines forseismic performance assessment of buildings[S].
[7]小谷俊介.日本基于性能结构抗震设计方法的发展[J].建筑结构,2000,30(6):3-9.
[8]谢礼立.关于抗震设计样板规范[J].国际地震动态,2000(7):4-9.
[9]王亚勇.我国2000年工程抗震设计模式规范基本问题研究综述[J].建筑结构学报,2000,21(1):2-4.
[10]谢礼立.抗震性态设计和基于性态的抗震设防[C]//大型复杂结构的关键科学问题和设计理论研究论文集(1999).大连:大连理工大学出版社,2000:26-34.
[11]李宏男.结构多维抗震理论[M].北京:科学出版社,2006.
[12]PRIESTLEY M.Performance based seismic design[C]//Proc of the 21th Word Conference on Earthquake Engi-neering.New York:[s.n.],2000.
[13]FREEMAN S A.Evaluation of existing buildings forseismic risk-a case study of puget sound naval shipyard[C]//Proc of US National Conference of EarthquakeEngineering.New York:[s.n.],1975:113-122.
[14]FAJFAR P.Capacity spectrum method based on inelasticdemand spectra[J].Earthquake Engineering and Struc-tural Dynamics,1999,28(5):979-993.
[15]CHOPRA A K,GOEL R K.A modal pushover analysisprocedure for estimating seismic demands for buildings[J].Earthquake Engineering and Structural Dynamics,2002,31(3):561-582.
[16]叶燎原,潘文.结构静力弹塑性分析(push-over)的原理和计算实例[J].建筑结构学报,2000,21(1):37-43.
[17]VAMVATSIKOS D,COMELL C A.Direct estimation ofseismic demand and capacity of multi-degree-of-freedomsystems through incremental dynamic analysis of singledegree of freedom approximation[J].Joumal of Struc-tural Engineering,2005,131(4):589-599.
[18]MOFID M,ZARFAM P,FARD B R.On the modalincremental dynamic analysis[J].Struct Design Tall SpecBuild,2005,14(4):315-329.
[19]HAN S W,CHOPRA A K.Approximate incrementaldynamic analysis using the modal pushover analysisprocedure[J].Earthquake Engng Struct Dyn,2006,35(15):1 853-1 873.
[20]DOLSEK M,FAJFAR P.N2-A simple alternative forDA[C]//Proc of 13th Word Conference on EarthquakeEngineering Vancouver.New York:[s.n.],2004:33-53.
[21]郑正昌,森高英夫,下田郁夫.鹿儿岛机场候机楼抗震补强——增设黏滞阻尼墙的结构三维弹塑性分析[J].建筑结构,2000,30(6):19-22.
[22]CHANG W S,KOMATSU K,HSU M F,et al.On me-chanical behavior of traditional timber shearwall inTaiwanⅠ:background and theory derivation[J].Journalof Wood Science,2007,53(1):17-23.
[23]CHANG W S,KOMATSU K,HSU M F,et al.On me-chanical behavior of traditional timber shearwall inTaiwanⅡ:simp lified calculation and experimentalverification[J].Journal of Wood Science,2007,53(1):24-30.
[24]韩建平,吕西林,李慧.基于性能的地震工程研究的新进展及对结构非线性分析的要求[J].地震工程与工程振动,2007,27(4):15-23.
[25]CARDONE D.Nonlinear static methods vs.experimentalshaking table test results[J].Journal of EarthquakeEngineering,2007,11(6):847-875.
[26]熊向阳,戚震华.侧向荷载分布模式对静力弹塑性分析结果的影响[J].建筑科学,2001,17(5):8-13.
[27]杨溥,李英民,王亚勇,等.结构静力弹塑性分析(push-over)方法的改进[J].建筑结构学报,2000,21(1):44-50.
[28]梁兴文,邓明科.钢筋混凝土高层建筑结构基于位移的抗震设计方法研究[J].建筑结构,2006,36(7):15-20.
[29]熊立红,张敏政,杜修力.约束混凝土砌块结构抗震性态研究[J].地震工程与工程振动,2007,27(2):51-57.
[30]吕西林,朱杰江.高层建筑结构推覆分析及对设计的启示[J].建筑结构学报,2005,26(6):100-107.
[31]李刚,程耿东.基于性能的结构抗震设计——理论、方法与应用[M].北京:科学出版社,2004.
[32]FEMA.FEMA 274,NEHRP commentary on the guide-lines for the seismic rehabilitation of buildings[R].Washington D C:[s.n.],1997.
[33]王克峰,周云.考虑高振型影响的结构层间位移能力谱分析方法[J].地震工程与工程振动,2005,25(3):33-40.
[34]吴毅彬,郭子雄.一种改进的结构推覆分析目标位移计算方法[J].华侨大学学报,2007,28(2):188-191.
[35]朱星平.非线性静力分析需求谱建立方法的两点改进[J].华东交通大学学报,2008,25(3):25-27.
[36]侯爽,欧进萍.结构pushover分析的侧向力分布及高阶振型影响[J].地震工程与工程振动,2004,24(3):89-97.
[37]刘金龙.能力谱方法在模态pushover分析中的应用[J].沈阳建筑大学学报,2009,25(1):90-94.
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