桁架结构的可靠性及其应用研究综述
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摘要
结构可靠性理论的引入使工程结构的设计更合理、更科学,桁架结构布置灵活,目前已经广泛应用于工业与民用建筑中。本文主要介绍了桁架结构可靠性及其应用的国内外研究状况,对桁架结构可靠性理论的主要研究方向进行了总结。研究表明,桁架结构可靠性理论可以应用于结构的优化设计、加固、改造、监测和损伤识别等。最后结合桁架结构的受力特点,提出了桁架结构可靠性进一步研究的方向。
The introduction of structural reliability make the design of engineering structure more scientific and reasonable.The structural arrangement of truss is flexible,and the truss structure has been widely used in the industry and civil engineering currently.The study on the reliability of truss structure and its application domestic and aboard is mainly introduced,and the main study direction of the reliability of truss structure is summarized.The study indicated that the reliability theory of truss structure can be applied in optimization design,reinforcement,reconstruction,monitoring,damage identification,and so on.Finally,according to the mechanical characteristics of truss structure,the direction of further study is pointed out.
The introduction of structural reliability make the design of engineering structure more scientific and reasonable.The structural arrangement of truss is flexible,and the truss structure has been widely used in the industry and civil engineering currently.The study on the reliability of truss structure and its application domestic and aboard is mainly introduced,and the main study direction of the reliability of truss structure is summarized.The study indicated that the reliability theory of truss structure can be applied in optimization design,reinforcement,reconstruction,monitoring,damage identification,and so on.Finally,according to the mechanical characteristics of truss structure,the direction of further study is pointed out.
引文
[1]Xu Junxiang,Liu Xila.A two-step approach to progressive collapseanalysis of building structures under blast loading[J].Journal ofShanghai Jiaotong University(Science),2009,14(4):393-397.
[2]Zhou Chong,Kou Xinjian.Method of estimating human error proba-bilities in construction for structural reliability analysis based onanalytic hierarchy process and failure likelihood index method[J].Journal of Shanghai Jiaotong University(Science),2010,15(3):291-296.
[3]董聪.冗余析架结构可靠性的计算方法[J].航空学报,1989,10(2):76-78.
[4]蔡荫林,顾海涛.析架结构系统可靠度的敏度分析[J].航空学报,1993,14(7):342-347.
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[6]黄炳生,王文涛.工程系统可靠度优化的多阶段决策算子法[J].工程力学,1997,14(1):69-78.
[7]陈建军,曹一波,段宝岩.基于可靠性的桁架结构拓扑优化设计[J].力学学报,1998,30(3):277-284.
[8]李海波,韦杨,安伟光.具有多随机变量的超静定桁架结构系统的可靠性分析[J].哈尔滨工程大学学报,2001,22(6):88-92.
[9]马洪波,陈建军,崔明涛,等.随机参数桁架结构的有限元与可靠性分析[J].西安电子科技大学学报:自然科学版,2003,30(1):103-107.
[10]柳承茂,刘西拉.基于刚度的构件重要性评估及其与冗余度的关系[J].上海交通大学学报,2005,39(5):746-750.
[11]江平,寇新建.考虑初始内力杆系结构可靠性计算方法[J].低温建筑技术,2005,12(3):29-31.
[12]陈建军,马芳,胡太彬.模糊参数桁架结构的有限元分析及广义可靠度计算[J].机械科学与技术,2005,24(6):740-743.
[13]张日向,商怀帅,贡金鑫,等.基于稳定理论的桁架结构可靠度计算[J].特种结构,2006,23(1):47-49.
[14]余俊,寇新建,刘兴磊.考虑制造和安装误差的桁架结构可靠性计算[J].四川建筑科学研究,2007,33(1):8-12.
[15]高扬,刘西拉.结构鲁棒性评价中的构件重要性系数[J].岩石力学与工程学报,2008,27(12):2575-2584.
[16]于刚,孙利民.基于损伤场景的桁架结构拓扑易损性分析[J].同济大学学报,2010,38(4):475-480.
[17]赵维涛,张大千,张旭.桁架结构系统静强度与疲劳的耦合可靠性分析[J].工程力学,2010,27(1):23-27.
[18]Ayyub B,Ibrahim A.Posttensioned trusses:reliability and redun-dancy[J].Journal of Structure Engineering,ASCE,1990,116(6):1507-1521.
[19]Karamchandani A,Cornell C.Reliability analysis of truss structureswith multistats elements.II[J].Journal of Structure Engineering,ASCE,1992,118(4):910-925.
[20]Katsuki S,Frangopol D,Ishlkawa N.Holonomic elastoplastic relia-bility analysis of truss systems.I:theory[J].Journal of StructureEngineering,ASCE,1993,119(6):1778-1791.
[21]Katsuki S,Frangopol D,Ishlkawa N.Holonomic elastoplastic relia-bility analysis of truss systems.II:applications[J].Journal ofStructure Engineering,ASCE,1993,119(6):1792-1806.
[22]Lu Z,Yu Y,Woodman N,et al.A theory of structural vulnerability[J].The Structural Engineer,1999,77(18):17-24.
[23]Agarwal J,Blockley D,Woodman N.Vulnerability of systems[J].Civil Engineering and Environment System,2001,18(2):141-165.
[24]Mahadevan S,Raghothamachar P.Reliability analysis of space trus-ses[C]//Proceedings of Space 2000:The Seventh InternationalConference and Exposition on Engineering,Construction,Opera-tions,and Business in Space,Nashville,2000:356-363.
[25]Agarwal J,Blockley D,Woodman N.Vulnerability of 3-dimensionaltrusses[J].Structural Safety,2001,23(3):203-220.
[26]Stocki R,Kolanek K,Jendo S,et al.Study on discrete optimizationtechniques in reliability-based optimization of truss structures[J].Computers and Structures,2001,79(22):2235-2247.
[27]Thampan C,Krishnamoorthy C.System reliability-based configura-tion optimization of trusses[J].Journal of Structure Engineering,ASCE,2001,127(8):947-956.
[28]Pinto J T,Blockley D I,Woodman N J.The risk of vulnerable fail-ure[J].Structural Safety,2002,24(2):107-122.
[29]Agarwal J,Blockley D I,Woodman N J.Vulnerability of structuralsystems[J].Structural Safety,2003,25(3):263-286.
[30]Kanno Y,Takewaki I,Woodman N J.Robustness analysis of trusseswith separable load and structural uncertainties[J].InternationalJournal of Solids and Structures,2006,43(3):2646-2669.
[31]England J,Agarwal J,Blockley D.The vulnerability of structures tounforeseen events[J].Computers and Structures,2008,86(10):1042-1051.
[32]Dimou C,Koumousis V.Reliability-based optimal design of trussstructures using particle swarm optimization[J].Journal of Com-puting in Civil Engineering,ASCE,2009,23(2):100-109.
[33]邱德锋,周艳,刘西拉.突发事故中结构易损性的研究[J].四川建筑科学研究,2005,31(2):55-59.
[2]Zhou Chong,Kou Xinjian.Method of estimating human error proba-bilities in construction for structural reliability analysis based onanalytic hierarchy process and failure likelihood index method[J].Journal of Shanghai Jiaotong University(Science),2010,15(3):291-296.
[3]董聪.冗余析架结构可靠性的计算方法[J].航空学报,1989,10(2):76-78.
[4]蔡荫林,顾海涛.析架结构系统可靠度的敏度分析[J].航空学报,1993,14(7):342-347.
[5]李鸿晶,冯启民,温瑞智.桁架结构基于地震可靠性分析的优化方法[J].地震工程与工程振动,1997,17(1):9-13.
[6]黄炳生,王文涛.工程系统可靠度优化的多阶段决策算子法[J].工程力学,1997,14(1):69-78.
[7]陈建军,曹一波,段宝岩.基于可靠性的桁架结构拓扑优化设计[J].力学学报,1998,30(3):277-284.
[8]李海波,韦杨,安伟光.具有多随机变量的超静定桁架结构系统的可靠性分析[J].哈尔滨工程大学学报,2001,22(6):88-92.
[9]马洪波,陈建军,崔明涛,等.随机参数桁架结构的有限元与可靠性分析[J].西安电子科技大学学报:自然科学版,2003,30(1):103-107.
[10]柳承茂,刘西拉.基于刚度的构件重要性评估及其与冗余度的关系[J].上海交通大学学报,2005,39(5):746-750.
[11]江平,寇新建.考虑初始内力杆系结构可靠性计算方法[J].低温建筑技术,2005,12(3):29-31.
[12]陈建军,马芳,胡太彬.模糊参数桁架结构的有限元分析及广义可靠度计算[J].机械科学与技术,2005,24(6):740-743.
[13]张日向,商怀帅,贡金鑫,等.基于稳定理论的桁架结构可靠度计算[J].特种结构,2006,23(1):47-49.
[14]余俊,寇新建,刘兴磊.考虑制造和安装误差的桁架结构可靠性计算[J].四川建筑科学研究,2007,33(1):8-12.
[15]高扬,刘西拉.结构鲁棒性评价中的构件重要性系数[J].岩石力学与工程学报,2008,27(12):2575-2584.
[16]于刚,孙利民.基于损伤场景的桁架结构拓扑易损性分析[J].同济大学学报,2010,38(4):475-480.
[17]赵维涛,张大千,张旭.桁架结构系统静强度与疲劳的耦合可靠性分析[J].工程力学,2010,27(1):23-27.
[18]Ayyub B,Ibrahim A.Posttensioned trusses:reliability and redun-dancy[J].Journal of Structure Engineering,ASCE,1990,116(6):1507-1521.
[19]Karamchandani A,Cornell C.Reliability analysis of truss structureswith multistats elements.II[J].Journal of Structure Engineering,ASCE,1992,118(4):910-925.
[20]Katsuki S,Frangopol D,Ishlkawa N.Holonomic elastoplastic relia-bility analysis of truss systems.I:theory[J].Journal of StructureEngineering,ASCE,1993,119(6):1778-1791.
[21]Katsuki S,Frangopol D,Ishlkawa N.Holonomic elastoplastic relia-bility analysis of truss systems.II:applications[J].Journal ofStructure Engineering,ASCE,1993,119(6):1792-1806.
[22]Lu Z,Yu Y,Woodman N,et al.A theory of structural vulnerability[J].The Structural Engineer,1999,77(18):17-24.
[23]Agarwal J,Blockley D,Woodman N.Vulnerability of systems[J].Civil Engineering and Environment System,2001,18(2):141-165.
[24]Mahadevan S,Raghothamachar P.Reliability analysis of space trus-ses[C]//Proceedings of Space 2000:The Seventh InternationalConference and Exposition on Engineering,Construction,Opera-tions,and Business in Space,Nashville,2000:356-363.
[25]Agarwal J,Blockley D,Woodman N.Vulnerability of 3-dimensionaltrusses[J].Structural Safety,2001,23(3):203-220.
[26]Stocki R,Kolanek K,Jendo S,et al.Study on discrete optimizationtechniques in reliability-based optimization of truss structures[J].Computers and Structures,2001,79(22):2235-2247.
[27]Thampan C,Krishnamoorthy C.System reliability-based configura-tion optimization of trusses[J].Journal of Structure Engineering,ASCE,2001,127(8):947-956.
[28]Pinto J T,Blockley D I,Woodman N J.The risk of vulnerable fail-ure[J].Structural Safety,2002,24(2):107-122.
[29]Agarwal J,Blockley D I,Woodman N J.Vulnerability of structuralsystems[J].Structural Safety,2003,25(3):263-286.
[30]Kanno Y,Takewaki I,Woodman N J.Robustness analysis of trusseswith separable load and structural uncertainties[J].InternationalJournal of Solids and Structures,2006,43(3):2646-2669.
[31]England J,Agarwal J,Blockley D.The vulnerability of structures tounforeseen events[J].Computers and Structures,2008,86(10):1042-1051.
[32]Dimou C,Koumousis V.Reliability-based optimal design of trussstructures using particle swarm optimization[J].Journal of Com-puting in Civil Engineering,ASCE,2009,23(2):100-109.
[33]邱德锋,周艳,刘西拉.突发事故中结构易损性的研究[J].四川建筑科学研究,2005,31(2):55-59.
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