武汉火车站复杂屋盖及其支承结构的屈曲分析研究  

Bulking analysis for the complicated roof and supported structure of Wuhan railway station

作　　者：杜义欣[1] 汤荣伟[1] 赵鹏飞[1] 肖从真[1] 潘国华[2] 陶勇[2] 阳升[1] 郭占一[2] 李跃林[1] 

机构地区：[1]中国建筑科学研究院,北京100013 [2]中铁第四勘察设计院集团有限公司,武汉430063

出　　处：《建筑结构》2009年第1期5-7,共3页Building Structure

摘　　要：武汉站大跨空间结构体系复杂,以半拱、主拱、斜立柱和V形撑形成的下部结构体系与上部网壳结构互为支撑,成为一个稳定性良好的拱-壳组合体系。该体系中,主拱、半拱等关键构件的计算长度难以用规范和现成的理论来确定。通过屈曲分析,研究了网壳对主拱、半拱稳定性能的影响。针对空间结构支撑体系的屈曲模态不容易确定的缺陷,通过放大荷载,激发主拱、半拱屈曲模态的方法,提出三种确定特殊构件计算长度的方法,为武汉站结构构件设计提供了必要的依据。The structure of Wuhan railway station is a kind of complicated space structure. The interactive system of the grid roof and the main arch or the half arch is studied in detail. The stability of the system is good. However, the effective length of the critical unit, such as the main arch, the half arch, the declining column or the V branch, is decided difficultly. The buckling analysis is used to decided the effective length of the critical unit and the interactive effect of the supported system and the roof is also studied. A kind of effective method is put forward to excite the buckling mode of the arch. Three ways are compared to find the effective length of the critical unit. The result is the essential basis of the design for the critical structure unit.

关 键 词：空间结构 稳定 屈曲 计算长度 

分 类 号：TU323[建筑科学—结构工程] TU227