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单管塔的选型设计
引用本文:黄健,潘汉明,屠海明,史国富.单管塔的选型设计[J].钢结构,2004,19(1):35-37.
作者姓名:黄健  潘汉明  屠海明  史国富
作者单位:同济大学,上海,200092;同济大学,上海,200092;同济大学,上海,200092;同济大学,上海,200092
摘    要:单管塔设计存在塔型多、风压变化大、计算复杂等问题。为了从整体上把握单管塔的设计 ,全面了解单管塔的计算方法及选型 ,通过对不同计算方法的优缺点进行分析、比较 ,并采用有限元法以悬臂梁单元建模进行计算分析 ,为全面地把握单管塔的选型提供了数据。在此基础上 ,对所得数据进行合理分析 ,得到了单管塔各项参数的一般规律

关 键 词:悬臂梁模型  壳体模型  自振周期
修稿时间:2003年7月12日

LECTOTYPE DESIGN FOR SINGLE-PIPE TOWER
Huang Jian Pan Hanming Tu Haiming Shi Guofu.LECTOTYPE DESIGN FOR SINGLE-PIPE TOWER[J].Steel Construction,2004,19(1):35-37.
Authors:Huang Jian Pan Hanming Tu Haiming Shi Guofu
Affiliation:Tongji University Shanghai 200092
Abstract:There have some problems in the design of a single-pipe tower,such as various types,large change in wind pressure and complex computing For holding the single-pipe tower design in whole,the computing methods and lectotype of the single-pipe tower are described The merits and defects of the computing methods are analyzed and compared,and finite element method with cantilever beam model is used to compute single-pipe towers Based on which the data,there obtained are analyzed rationally,and some common rules of parameters of single-pipe tower are also given,which may be a reference for designing single-pipe towers
Keywords:cantilever beam model shell model self-vibration period  
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