[1] | Ben Y,Ehab E.Buckling analysis of cold- formed steel lipped angle columns[J].Journal of Structural Engineering,1999,131(10):1570-1579.
|
[2] | Ben Y.Experimental investigation of cold-formed steel lipped angle concentrically loaded compression members[J].Journal of Structural Engineering,2005,131(9):1390-1396.
|
[3] | Popovic D,Hancock G J,Rasmussen K J R. Axial compression tests of cold-formed angles[J].Journal of Structural Engineering,1999,125(5):515-523.
|
[4] | ASCE110—97,Design of latticed steel transmission structures[S].
|
[5] | DL/T 5154—2002,架空送电线路杆塔结构设计技术规定[S].
|
[6] | 杨靖波,李茂华,杨风利,等.我国输电线路杆塔结构研究新进展[J].电网技术,2008,32(22):77-83. Yang Jingbo,Li Maohua,Yang Fengli,et al.New advances in the study of transmission tower structure of China[J].Power System Technology,2008,32(22):77-83(in Chinese).
|
[7] | 李正良,刘红军,张东英,等.Q460高强钢在1000kV杆塔的应用[J].电网技术,2008,32(24):1-5. Li Zhengliang,Liu Hongjun,Zhang Dongying,et al.Application of high-strength steel Q460 in 1 000 kV transmission towers[J].Power System Technology,2008,32(24):1-5(in Chinese).
|
[8] | 李茂华,李正,任吉华,等.500 kV输电线路杆塔结构的可靠性分析[J].电网技术,2008,32(23):91-94. Li Maohua,Li Zheng,Ren Jihua,et al.Reliability analysis on tower structure for 500 kV transmission lines[J].Power System Technology,2008,32(23):91-94(in Chinese).
|
[9] | 郭日彩,许子智,李喜来,等.110~500 kV输电线路典型设计[J].电网技术,2007,31(1):56-64. Guo Ricai,Xu Zizhi,Li Xilai,et al.Typical design of transmission lines within voltage grades from 110 kV to 500 kV and its application[J].Power System Technology,2007,31(1):56-64(in Chinese).
|
[10] | GB 50018—2002,冷弯薄壁型钢结构技术规定[S].
|
[11] | 何长华.高强冷弯型钢在输电铁塔上应用可行性的探讨[J].特种钢结构,2004,19(5):35-37. He Changhua.Feasibility discussion on application of high strength cold-formed section steel in transmission tower[J].Steel Construction, 2004,19(5):35-37 (in Chinese).
|
[12] | Mohan S J,Shabeen S R,Knight G M S.Behavior of cold formed lipped angles in transmission line towers[J].Thin-Walled Structures, 2006(44):1017-1030.
|
[13] | Ben Y,Kim J R R.Behavior of cold-formed singly symmetric columns[J].Thin-Walled Structures,1999(33):83-102.
|
[14] | 薄壁型钢结构技术规范编写组.冷弯薄壁型钢轴心受压构件的稳定性计算[J].建筑结构学报,1991,12(4):1-10. Revision Group of the Specification for Design of Thin-walled Steel Structures.Calculation of stability of axially loaded compression members made of cold-formed thin-walled steel sections[J].Journal of Building Engineering,1991,12(4):1-10(in Chinese).
|
[15] | 国网北京电力建设研究院.耐候钢及冷弯型钢在输电铁塔中的应用研究[R].北京:国网北京电力建设研究院,2007.
|