[1] SOLAZZI L, ZRNIC N. Numerical study of wind actions applied to a low profile container crane[J]. FME Transactions, 2016, 44(1):29-35.
[2] BAYAR D C. Drag coefficients of latticed towers[J]. Journal of Structural Engineering, 1986, 112(2):417-430.
[3] 沈国辉, 项国通, 邢月龙, 等. 2种风场下格构式圆钢塔的天平测力试验研究[J]. 浙江大学学报:工学版, 2014, 48(4):704-710 SHEN Guo-hui, XIANG Guo-tong, XING Yue-long, et al. Experimental investigation of steel latticed towers with cylindrical members based on force balance tests under two wind flows[J]. Journal of Zhejiang University:Engineering Science, 2014, 48(4):704-710
[4] EDEN J F, BUTLER A J, PATIENT J. Wind tunnel tests on model crane structures[J]. Engineering Structures, 1983, 5(4):289-298.
[5] 党会学, 赵均海, 张宏杰, 等. 三角形格构式塔身体型系数及屏蔽特性研究[J]. 计算力学学报, 2016, 33(3):362-368 DANG Hui-xue, ZHAO Jun-hai, ZHANG Hong-jie, et al. Study on shape coefficient and shielding effects of triangular latticed tower body[J]. Chinese Journal of Computational Mechanics, 2016, 33(3):362-368
[6] 谢华平, 何敏娟, 马人乐. 基于CFD模拟的格构塔平均风荷载分析[J]. 中南大学学报:自然科学版, 2010, 41(5):1980-1986 XIE Hua-ping, HE Min-juan, MA Ren-le. Analyse of mean wind load of lattice tower based on CFD simulation[J]. Journal of Central South University:Science and Technology, 2010, 41(5):1980-1986
[7] NAKAYAMA A, KAMOTO D, TAKEDA H, et al. Large-eddy simulation of flows past complex truss structures[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(3):133-144.
[8] GB/T 3811-2008. 起重机设计规范[S]. 北京:中国国家标注化管理委员会, 2008.
[9] ISO 4302-2016. Cranes-Wind load assessment[S]. Switz-erland:International Organization for Standardization, 2016.
[10] BS EN 1993-3-1:2006. Eurocode 3:Design of steel structures-part 3-1:towers, masts and chimneys-Towers and masts[S]. Brussel:European Committee for Standardization, 2006.
[11] ASCE7-05:2006. Minimum design loads for buildings and other structures[S]. Reston:American Society of Civil Engineers, 2006.
[12] JIS B 8830-2001. Cranes:Wind load assessment[S]. Tokyo:Japanese Industrial Standards Committee, 2001.
[13] AS/NZS 1170.2:2011. Structural Design Actions-Part 2:Wind actions[S]. Sydney:SAI Global Limited, 2011.
[14] BLOCKEN B. 50 years of computational wind engineering:past, present and future[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014, 129(6):69-102.
[15] LOHNER R, HAUG E, MICHALSKI A, et al. Recent advances in computational wind engineering and fluid-structure interaction[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2015, 144:14-23.
[16] User's Guild:NBC-2005. Structural commentaries (part 4 of division B)[S]. Ottawa:National Building Code of Canada, 2005.
[17] AIJ-RLB-2004. Recommendations for loads on buildings[S]. Maruzen:Architectural Institute of Japan, 2004.
[18] BS EN 1991-1-4:2005. Eurocode 1:Actions on structures-part 1-4:General actions-Wind actions[S]. Brussel:European Committee for Standardization, 2005.
[19] 孙远, 马人乐, 邱旭. 三边形桅杆杆身风载荷特性风洞实验研究[J]. 湖南大学学报:自然科学版, 2017, 44(1):39-46 SUN Yuan, MA Ren-le, QIU Xu. Wind tunnel investigation on wind load characteristics of triangular guyed mast[J]. Journal of Hunan University:Natural Sciences, 2017, 44(1):39-46
[20] 张庆华, 马文勇. 多回路高压输电塔典型横担结构风力系数风洞试验研究[J]. 振动与冲击, 2016, 35(16):158-163 ZHANG Qin-hua, MA Wen-yong. Experimental study of wind force coefficients on typical cross arms of a multi-circuit high-voltage transmission tower[J]. Journal of Vibration and Shock, 2016, 35(16):158-163
[21] YANG F L, YANG J B, NIU H W, et al. Design wind loads for tubular-angle steel cross-arms of transmission towers under skewed wind loading[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2015, 140:10-18.
[22] 杨风利. 角钢输电铁塔横担角度风荷载系数取值研究[J]. 工程力学, 2017, 34(4):150-159 YANG F L. Study on skewed wind load factor on cross-arms of angle steel transmission towers under skewed wind[J]. Engineering Mechanics, 2017, 34(4):150-159
[23] YANG F L, DANG H X, NIU H W, et al. Wind tunnel tests on wind loads acting on an angled steel triangular transmission tower[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2016, 156:93-103.
[24] SCHEWE G, LARSEN A. Reynolds number effects in the flow around a bluff bridge deck cross section[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998, s74-76(2):829-838. |