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抗灾基站单管塔的横风向风振分析
引用本文:屠海明,史国富,瞿英杰. 抗灾基站单管塔的横风向风振分析[J]. 工程建设与设计, 2010, 0(3): 13-15
作者姓名:屠海明  史国富  瞿英杰
作者单位:同济大学建筑设计研究院(集团)有限公司,上海,200092
摘    要:基于结构横风向共振相应理论,结合抗灾基站单管塔实例,说明了通信单管塔中高阶振型横风向共振的可能性与计算分析的必要性。

关 键 词:抗灾基站单管塔  横风向共振

Analysis of Across-wind Resonance of Disaster-reliet Communication Monoplle
TU Hai-ming,SHI Guo-fu,QU Ying-jie. Analysis of Across-wind Resonance of Disaster-reliet Communication Monoplle[J]. Construction & Design for Project, 2010, 0(3): 13-15
Authors:TU Hai-ming  SHI Guo-fu  QU Ying-jie
Affiliation:(Architectural Design & Re search Institute of Tongji University (Group) Co., Ltd., Shanghai 200092, China)
Abstract:Based On the theory of across-wind resonance, this article proposes the across-wind resonance of higher vibratory mode of communication monopoles can't be neglected. A calculation example of disaster-relief communication monopole is given to show the necessity in the structural analyses.
Keywords:disaster-relief communication monopole  Across-wi
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