1 武际可. 大型冷却塔结构分析的回顾与展望. 力学与实践. 1996,18(6): 1-5 (Wu Jike. Review and prospect about structuralanalysis of cooling towers. Mechanics in Engineering, 1996,18(6): 1-5 (in Chinese))
3 Niemann HJ. Wind effects on cooling-tower shells. Journalof the Structural Division, 1980, 106(3): 643-661
[4]
6 鲍侃袁. 大型双曲冷却塔的风载荷和风致响应理论分析与试验研究. [博士论文]. 杭州: 浙江大学, 2009 (Bao Kanyuan. The-oretical and experimental research on wind load and windinduced response of large hyperbolic cooling towers. [PhDThesis]. Hangzhou: Zhejiang University, 2009 (in Chinese))
[5]
7 张军锋. 大型冷却塔结构特性和风致干扰效应研究. [博士论文].上海: 同济大学, 2012 (Zhang Junfeng. Structure behavior and wind-induced interference effects of large cooling tow-ers. [PhD Thesis]. Shanghai: Tongji University, 2012 (inChinese))
[6]
8 黄志龙. 大型冷却塔结构分析的若干问题. 力学与实践, 2012,34(5): 1-5 (Huang Zhilong. Some problems on structuralanalysis of cooling towers. Mechanics in Engineering, 2012,34(5): 1-5 (in Chinese))
[7]
9 Mungan I, Lehmk？mper O. Buckling of stiffened hyper-boloidal cooling towers. Journal of the Structural Division,ASCE, 1979, 105(10): 1999-2007
[8]
10 Sabouri-Ghomi S, Kharrazi MHK, Javidan P. Effect of stiffening rings on buckling stability of R.C. hyperbolic coolingtowers. Thin-Walled Structures, 2006, 44(2): 152-158
[9]
11 Form J. The ring-stiffened shell of the ISAR Ⅱ nuclearpower plant natural-draught cooling tower. EngineeringStructures, 1986, 8(3): 199-207
[10]
12 Peters HL. Ring-stiffened shell constructions——A structuralalternative or a technical and economic necessity. Engi-neering Structures, 1986, 8(1):17-24
[11]
13 Eckstein U, Harte R, Kr？tzig WB, et al. Simulation ofstatic and kinetic buckling of unstiffened and stiffened cool-ing tower shells. Engineering Structures, 1987, 9(1): 9-18
[12]
4 许林汕, 赵林, 葛耀君. 超大型冷却塔随机风振响应分析. 振动与冲击, 2009, 28(4): 180-184,193 Zhao Lin, Ge Yaojun. Windexcited stochastic responses of super large cooling towers.Journal of Vibration and Shock, 2009, 28(4): 180-184, 193(in Chinese))
[13]
5 Hampe E. 冷却塔. 胡贤章译. 北京: 电力工业出版社, 1980
[14]
14 李龙元, 卢文达. 加肋双曲冷却塔的非线性稳定分析. 应用数学和力学, 1989, 10(2): 105-110 (Li Longyuan, Lu Wenda.Nonlinear buckling analysis of hyperbolic cooling towershell with ring-stiffeners. Applied Mathematics and Me-chanics, 1989, 10(2): 105-110 (in Chinese))
[15]
15 卢文达, 顾皓中. 带有环向肋的双曲冷却塔的线性稳定分析.应用数学和力学, 1989, 10(7): 559-567 (Lu Wenda, Gu Haozhong. Buckling of cooling tower shells with ring-stiffeners. Applied Mathematics and Mechanics, 1989,10(7): 559-567 (in Chinese))
[16]
16 张军锋, 葛耀君, 赵林. 基于风洞试验的双曲冷却塔静风整体稳定研究. 工程力学, 2012, 29(5): 68-77 (Zhang Junfeng,Ge Yaojun, Zhao Lin. Study on global aerostatic stabilityof hyperboloidal cooling towers based on the wind tunneltests. Engineering Mechanics, 2012, 29(5): 68-77 (in Chi-nese))
[17]
17 张军锋, 葛耀君, 赵林. 双曲冷却塔结构特性新认识. 工程力学,2013, 30(6): 67-76 (Zhang Junfeng, Ge Yaojun, Zhao Lin.New perceptions on the structure behavior of hyperboloidalcooling towers. Engineering Mechanics, 2013, 30(6): 67-76(in Chinese))
