[1] 李茂华,董建尧,杨靖波,等. 特高压双回路钢管塔真型试验[J].中国电机工程学报, 2009, 29(34):102-107. LI Mao-hua,DONG Jian-yao,YANG Jing-bo, et al . Full-scale test for tubular steel tower applied in UHV AC double-circuit transmission line[J]. Proceedings of the CSEE, 2009, 29(34):102-107. [2] 李清华,杨靖波.特高压输电杆塔动力特性分析快速建模研究[J]. 电力建设, 2006, 27(5):5-7. LI Qing-hua, YANG Jing-bo. Study on rapid modeling of dynamic characteristic analysis for UHV transmission towers[J]. Electric Power Construction, 2006, 27(5):5-7. [3] 肖洪伟, 李喜来, 廖宗高, 等. 输电线路风荷载调整系数(风振系数)计算探讨[J]. 电力建设, 2007, 28(9):33-38. XIAO Hong-wei, LI Xi-lai, LIAO Zong-gao, et al . Discussion on calculation of transmission line wind load adiustment coefficients[J]. Electric Power Construction, 2007, 28(9):33-38. [4] 张相庭. 结构风工程[M]. 北京:中国建筑工业出版社,2006:104-106. [5] 董柏平, 陈以一. 圆钢管双向压弯构件的整体稳定性计算[J]. 工业建筑, 2010, 40(1):107-111. DONG Bai-ping, CHEN Yi-yi. Stability capacity calculation of circular steel tube beam-columns under biaxial bending[J]. Industrial Construction, 2010, 40(1):107-111. |