[1] GB50009-2001,建筑结构荷载规范[S].北京:中国建筑工业出版社, 2002.
[2] DL/T 5154-2002, 架空送电线路杆塔结构设计技术规定[S]. 北京: 中国电力出版社, 2002.
[3] 沈国辉,孙炳楠,楼文娟.复杂体型高层建筑单体和双塔时的风荷载[J].浙江大学学报:工学版,2005, 39(8): 1229-1233.
SHEN Guo-hui, SUN Bing-nan, LOU Wen-juan. Wind load on complicated-shape tall building under single building and double-tower conditions [J]. Journal of Zhejiang University: Engineering Science, 2005, 39(8): 1229-1233.
[4] 楼文娟,孙炳楠,叶尹.高耸塔架横风向动力风效应[J].土木工程学报, 1999, 32(6): 67-71.
LOU Wen-juan, SUN Bing-nan, YE Yin. Across-wind dynamic response of tall latticed towers [J]. China Civil Engineering Journal, 1999, 32(6): 6771.
[5] 程志军,付国宏,楼文娟,等.高耸格构式塔架风荷载试验研究[J].实验力学,2000, 15(1): 51-55.
CHENG Zhi-jun, FU Guo-hong, LOU Wen-juan, et al. Research for the wind force on high-rise latticed tower [J]. Journal of Experimental Mechanics, 2000, 15(1): 51-55.
[6] 郭勇.大跨越输电塔线体系的风振响应及振动控制研究[D].杭州:浙江大学, 2006: 25-30.
GUO Yong. Studies on wind-induced dynamic response and vibration control of long span transmission line system [D]. Hangzhou: Zhejiang University, 2006: 25-30.
[7] 肖春云,陈政清,牛华伟,等.高压输电塔体型系数试验研究[C]∥第十四届全国结构风工程学术会议论文集.北京:[s.n.], 2009: 401-404.
XIAO Chun-yun, CHEN Zheng-qing, NIU Hua-wei, et al. Experimental investigation on body shape coefficients of high voltage transmission tower \ [C\]∥The 14th National Conference on Structural Wind Engineering. Beijing: \ [s. n.\], 2009: 401-404.
[8] 邓洪洲,张建明,帅群,等.输电钢管塔体型系数风洞试验研究[J].电网技术,2010, 34(9): 190-194.
DENG Hong-zhou, ZHANG Jian-ming, SHUAI Qun, et al. Wind-tunnel investigation on pressure coefficient of steel tubular transmission tower [J]. Power System Technology, 2010, 34(9): 190-194.
[9] 邹良浩,梁枢果,邹垚,等.格构式塔架风载体型系数的风洞试验研究[J].特种结构, 2008, 25(5): 41-43.
ZOU Liang-hao, LIANG Shu-guo, ZOU Yao, et al. Investigation on wind load shape coefficient of lattice towers by wind tunnel tests [J]. Special Structure, 2008, 25(5): 41-43.
[10] Architectural Institute of Japan. Recommendations for loads on buildings [M]. Japan: Architectural Institute of Japan, 2004.
[11] GB50009-2012,建筑结构荷载规范[S].北京:中国建筑工业出版社, 2012.
[12] EMIL S, ROBERT H S. 风对结构的作用:风工程导论[M].上海: 同济大学出版社,1992: 303-304.
[13] DAVID S. Some effects of intense turbulence on the aerodynamics of a circular cylinder at sub-critical Reynolds number [J]. Journal of Fluid Mechanics, 1972, 52(3): 543-563.
[14] MASARU K, YASUHIRO S, MIKIO A, et al. A contribution to the free-stream turbulence effect on the flow past a circular cylinder [J]. Journal of Fluid Mechanics, 1982, 115(2): 151-164.
[15] 李加武,林志兴,项海帆.桥梁断面三分力系数的雷诺数效应[J].同济大学学报:自然科学版, 2004, 32(10): 1328-1333.
LI Jia-wu, LIN Zhi-xing, XIANG Hai-fan. Reynolds number effect of mean force coefficient of two kinds of typical bridge deck section [J]. Journal of Tongji University: Natural Science, 2004, 32(10): 1328-1333. |