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新型钢结构造粒塔的稳定设计
引用本文:王忠全,陶志雄,郑志辉,杨勇峰. 新型钢结构造粒塔的稳定设计[J]. 特种结构, 2011, 28(1): 39-42
作者姓名:王忠全  陶志雄  郑志辉  杨勇峰
作者单位:1. 同济大学土木工程学院,上海,200092
2. 广州市番禺建筑设计院有限公司,511400
摘    要:造粒塔为中空圆柱筒体结构,采用新型纯钢结构体系避免了传统混凝土结构塔体对工艺流程的制约,成为新的发展方向.但由于其底部70多m的净空要求,使得钢柱的稳定设计成为结构设计的关键.本文以某钢结构造粒塔为工程实例,介绍了钢塔整体稳定的设计方法,即考虑塔顶假想水平力,采用二阶分析方法进行内力计算.这样,有效地解决了塔柱计算长度...

关 键 词:稳定性  非线性分析  钢结构  造粒塔

Stability Design of Steel Prilling Tower Based on Second Order Elastic Analysis
Wang Zhongquan Tao Zhixiong Zheng Zhihui,etc.. Stability Design of Steel Prilling Tower Based on Second Order Elastic Analysis[J]. Special Structures, 2011, 28(1): 39-42
Authors:Wang Zhongquan Tao Zhixiong Zheng Zhihui  etc.
Affiliation:Wang Zhongquan Tao Zhixiong Zheng Zhihui,etc. (1.College of Civil Engineering,Tongji University,Shanghai,200092,2.Guangzhou City Panyu Architecture Institute Co.,Ltd.,511400)
Abstract:Prilling tower is a hollow cylindrical shell structure.Because of avoiding the restriction of traditional concrete tower to the process flow,the steel structure tower became the development trends.For the tower has more than 70 meters clearance requirement,stability design of the steel columns is the key point of strucutre design.Taking one actural steel structure prilling tower as an example,the steel tower sturcture stability design process is introuduced in this paper.With imaginary horizontal force appl...
Keywords:Stability  Nonlinear analysis  Steel structure  Prilling tower  
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