C. H. He, “Feasibility discussion on application of high strength cold-formed section steel in transmission tower,” [J]. Steel Construction, 19(74), pp. 35-37, 2004.
 Beijing Electric Power Construction Research Institute of SGCC, “Study on the application on weathering steel and cold-formed steel in transmission tower [R],” Beijing, 2007.
 Ministry of Construction of People’s Republic of China, Chinese Technical code of cold-formed thin-wall steel structures: GB50018-2002 [S], Beijing, 2003.
 American Society of Civil Engineers, Design of Latticed Steel Transmission Structures: ASCE110-97 [S], USA, 1998.
 European Committee for Electrotechnical Standardization. Overhead electrical lines exceeding AC 45 kV: EN50341-1 [S], 2001.
 B. S. Gu, B. Wang, X. C. Ji, M. S. Xia, and J. H. Liu, “Study on Corrosion of JT245 Weathering Steel,” [J]. Journal of Steel and Iron Research, 17(6), pp. 55-58, 2005.
 F. L. Yang, J. K. Han, J. B. Yang, M. S. Xia, and Z. Y. Wang,“Study on corrosion-resistant performance tests of weather-proof steel node used in transmission towers,”[J]. Electric Power Construction, 29(9), pp. 23-28, 2008.
 S. J. Mohan, S. R. Shabeen, and G. M. S. Knight, “Behavior of cold formed lipped angles in transmission line towers,”[J]. Thin-Walled Structures, 44, pp. 1017- 1030, 2006.
 B. Young, “Experimental investigation of cold-formed steel lipped angle concentrically loaded compression members,” [J]. Journal of Structural Engineering, 131(9), pp. 1390-1396, 2005.
 National Economy and Trade Commission of PRC. Technical Regulation of design for tower and pole structures of overhead transmission line [S]. DL/T5154- 2002, China Electric Press, 2002.