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大型环向人行天桥的设计分析
引用本文:兰辉萍,李德建. 大型环向人行天桥的设计分析[J]. 钢结构, 2009, 24(12): 18-24
作者姓名:兰辉萍  李德建
作者单位:上海市政工程设计研究总院浙江分院,杭州,310004;中南大学土木建筑学院,长沙,410075
摘    要:基于某大型钢结构人行天桥的设计,分析天桥结构设计的特点,围绕天桥结构的动力特性——自振频率的计算,展开详细、深入的分析,并得出一些结论和建议,可供类似工程参考借鉴。

关 键 词:钢结构  人行天桥  设计  动力特性  自振频率

DESIGN ANALYSIS OF LARGE CIRCUMFERENTIAL PEDESTRIAN OVERCROSSING
Lan Huiping,Li Dejian. DESIGN ANALYSIS OF LARGE CIRCUMFERENTIAL PEDESTRIAN OVERCROSSING[J]. Steel Construction, 2009, 24(12): 18-24
Authors:Lan Huiping  Li Dejian
Affiliation:Lan Huiping1 Li Dejian2 (1.Zhejiang Branch of Shanghai Municipal Engineering Design General Institute,Hangzhou 310004,China,2.College of Civil Engineering and Architecture,Central South University,Changsha 410075,China)
Abstract:Based on design of a large steel structure pedestrian overcrossing,the design characteristics of pedestrian overcrossings are analyzed in this paper.A detailed analysis is made on the calculation of pedestrian overcrossing dynamic properties:natural vibration frequency, and corresponding conclusions and recommendations which can be used as a reference for similar projects are drawn.
Keywords:steel structure  pedestrian overcrossing  design  dynamic properties  natural vibration frequency  
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