输电塔线体系分析方法现状及存在的问题
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摘要
总结了两类常用输电塔线体系的分析方法在国内外的研究发展现状,对塔线体系运行过程中塔架各组成杆件受力特性进行了论述,并对输电塔架设计中采用的截面形式进行了分类比较。
This paper sums up the current development and research of the two types of analysis methods which are used commonly in the transmission tower-line system at home and abroad, discusses the mechanical characteristics of the components in the operation of the tower-line systems, and classifies and compares the section forms adopted in the design of transmission tower structure.
This paper sums up the current development and research of the two types of analysis methods which are used commonly in the transmission tower-line system at home and abroad, discusses the mechanical characteristics of the components in the operation of the tower-line systems, and classifies and compares the section forms adopted in the design of transmission tower structure.
引文
[1]胡松,何艳丽,王肇民.大挠度索结构的非线性有限元分析[J].工程力学,2000,17(2):36-43.
[2]刘开国.结构简化计算原理及其应用[M].北京:科学出版社,1995.
[3]薛渊.塔式起重机塔身刚度计算分析的高效方法[D].哈尔滨:哈尔滨工业大学,2001.
[4]李颖,陶学明.塔式起重机塔身腹杆体系抗扭刚度分析[J].四川工业学院学报,1996,15(3):66-70.
[5]薛渊,陆念力.格构式塔架扭转刚度的高精度便捷算法[J].建筑机械,2004(6):83-86.
[6]李宏男,陆鸣,王前信.输电塔—电缆体系的合理抗震计算简图[J].地震工程与工程振动,1989,9(3):81-90.
[7]李宏男,陆鸣,王前信.大跨越自立式输电塔—电缆体系的简化抗震计算[J].地震工程与工程振动,1990,10(2):73-87.
[8]李宏男,石文龙,贾连光.导线对输电塔体系纵向振动的影响界限及简化抗震计算方法[J].振动与冲击,2004,23(2):1-8.
[9]曹枚根,周福霖,徐忠根,等.钢管组合大跨越输电塔线体系简化模型研究[J].钢结构,2005(6):27-32.
[10]柳春光.输电塔—大垂度电缆体系的地震反应上限[J].工程力学,1994(9):91-98.
[11]S Ozono,JunjiMaeda.In-plane Dynamic Interaction Between A Tower And Conductors At Lower Frequencies[J].Eng.struct,1992,14(4):210-216.
[12]H M Irvine,Cable structures[M][.s.l.]The MIT Press,1981.
[13]N P Rao,V Kalyanaraman.Non-linear behaviour of lattice panel of angle towers:Journal of Constructional Steel Research,2001(5):1337-1357.
[14]B young-Wook Moona,Ji-Hun Park,Sung-Kyung Lee,et al.Performance evaluation of a transmission tower by substructure test[J].Journal of Constructional Steel Research,2008,4(3):1-11.
[15]李宏男,胡大柱,路颖超.输电铁塔交叉斜材非线性极限承载力研究[J].特种结构,2004,21(3):22-24.
[16]刘树堂.输电杆塔结构及其基础设计[J].北京:中国水利水电出版社,2005.
[17]F Albermani,M Mahendran,S Kitipornchai.Upgrading of transmission towers using a diaphragm bracing system[J].Engineering Structures,2004(26):735-744.
[18]赵滇生,金三爱.限元模型对输电塔架结构动力特性分析的影响[J].特种结构,2004,21(3):8-11.
[19]S J Mohan,S Rahima Shabeen,G M Samuel Knight.Behaviour of cold formed lipped angles in transmission line towers[J].Thin-Walled Structures,2006(44):1017-1030.
[2]刘开国.结构简化计算原理及其应用[M].北京:科学出版社,1995.
[3]薛渊.塔式起重机塔身刚度计算分析的高效方法[D].哈尔滨:哈尔滨工业大学,2001.
[4]李颖,陶学明.塔式起重机塔身腹杆体系抗扭刚度分析[J].四川工业学院学报,1996,15(3):66-70.
[5]薛渊,陆念力.格构式塔架扭转刚度的高精度便捷算法[J].建筑机械,2004(6):83-86.
[6]李宏男,陆鸣,王前信.输电塔—电缆体系的合理抗震计算简图[J].地震工程与工程振动,1989,9(3):81-90.
[7]李宏男,陆鸣,王前信.大跨越自立式输电塔—电缆体系的简化抗震计算[J].地震工程与工程振动,1990,10(2):73-87.
[8]李宏男,石文龙,贾连光.导线对输电塔体系纵向振动的影响界限及简化抗震计算方法[J].振动与冲击,2004,23(2):1-8.
[9]曹枚根,周福霖,徐忠根,等.钢管组合大跨越输电塔线体系简化模型研究[J].钢结构,2005(6):27-32.
[10]柳春光.输电塔—大垂度电缆体系的地震反应上限[J].工程力学,1994(9):91-98.
[11]S Ozono,JunjiMaeda.In-plane Dynamic Interaction Between A Tower And Conductors At Lower Frequencies[J].Eng.struct,1992,14(4):210-216.
[12]H M Irvine,Cable structures[M][.s.l.]The MIT Press,1981.
[13]N P Rao,V Kalyanaraman.Non-linear behaviour of lattice panel of angle towers:Journal of Constructional Steel Research,2001(5):1337-1357.
[14]B young-Wook Moona,Ji-Hun Park,Sung-Kyung Lee,et al.Performance evaluation of a transmission tower by substructure test[J].Journal of Constructional Steel Research,2008,4(3):1-11.
[15]李宏男,胡大柱,路颖超.输电铁塔交叉斜材非线性极限承载力研究[J].特种结构,2004,21(3):22-24.
[16]刘树堂.输电杆塔结构及其基础设计[J].北京:中国水利水电出版社,2005.
[17]F Albermani,M Mahendran,S Kitipornchai.Upgrading of transmission towers using a diaphragm bracing system[J].Engineering Structures,2004(26):735-744.
[18]赵滇生,金三爱.限元模型对输电塔架结构动力特性分析的影响[J].特种结构,2004,21(3):8-11.
[19]S J Mohan,S Rahima Shabeen,G M Samuel Knight.Behaviour of cold formed lipped angles in transmission line towers[J].Thin-Walled Structures,2006(44):1017-1030.
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