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钢结构异形塔架在风荷载作用下的性能及刚度分析
引用本文:刘智敏,;高日,;雷晓花.钢结构异形塔架在风荷载作用下的性能及刚度分析[J].北方交通大学学报,2009(4):119-122.
作者姓名:刘智敏  ;高日  ;雷晓花
作者单位:[1]北京交通大学土木建筑工程学院,北京100044; [2]中国新兴建设开发总公司,北京100039
摘    要:分析了某钢结构异形塔架在不同荷载作用下的静力和动力性能,以及塔架在各方向风荷载作用下的性能.分析了塔架刚度的影响因素,包括考虑不同横膈布置对刚度的影响及不同连接方式对塔架结构刚度产生的变化.研究表明,风荷载是该塔架设计的控制因素,地震作用和温度应力对其影响不大.

关 键 词:钢结构  异形塔架  空间桁架  风荷载  刚度

Analysis of Performance and Rigidity of An Abnormity Steel Tower Against Wind Loads
Institution:LIU Zhimin, GAO Ri, LEI Xiaohua (1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. China Xinxing Construction & Development General Co., Beijing 100039, China)
Abstract:The behavior of an abnormity steel tower against different loads and dynamic characteristics are investigated. The analysis show that it is not the permanent loads, earthquake action and change of temperature but the wind loads is the key fact. Meanwhile, the factors affecting structural rigidity such as arrangement of diaphragm steel and connections are also taken into account.
Keywords:steel structure  abnormity tower truss  space truss  wind loads  rigidity
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