国家体育场屋盖次结构扭曲构件设计研究  

Design and Research of Twist-curved Box-sections for Roof Secondary Members of the National Stadium

作　　者：范重[1] 彭翼[1] 王喆[1] 钱稼茹[2] 赵作周[2] 

机构地区：[1]中国建筑设计研究院,北京100044 [2]清华大学,北京100084

出　　处：《建筑结构》2006年第5期7-11,共5页Building Structure

摘　　要：国家体育场屋盖肩部次结构扭曲构件以受弯为主,构件壁厚很薄,板件容易发生局部屈曲。对扭曲构件受力机理进行了深入的研究,提出设置内部加劲肋的方式提高箱形扭曲构件的抗弯刚度,减小板件的面外变形。通过调整加劲肋间距,使扭曲构件与分段折线箱形构件的强度与刚度相等。在确定加劲肋形状时,综合考虑焊接操作空间、节约材料等因素。设计过程中除进行大量有限元计算分析外,还进行了缩尺模型试验,验证设计方法的可靠性。The twist-curved box-sections for the facade secondary members of the National Stadium are mainly subjected to bending moment, since the thickness of the member walls is very thin and locnl buckling of the plates occurs easily under compression. Based on the study of the behavior of the twist-curved member under bending moment, a design method for twistcurved members is presented. Using inner stiffeners can increase the bending stiffness and reduce the outward deformation of the plates effectively. The strength and stiffness of the twist-curved dement can be equnl to that of the segmental straight-line box-section by adjusting the distance between the inner stiffeners. In addition, the welding space and materinl cost should be considered when determining the shape of stiffeners. During the design procedure, except lager amount of finite element annlysis,four scaled-specimen experiments are made to prove the reliability of the design method for twist-curved member.

关 键 词：扭曲构件 局部屈曲 受力机理 有效宽厚比 加劲肋 承载力 

分 类 号：TU973.13[建筑科学—结构工程] TU245.4