Stability analysis of reinforced concrete prismatic shell structures

被引：0
|
作者：
Milasinovic, Dragan [1 ]
Goles, Danica [1 ]
机构：
[1] Sveuciliste Novom Sadu, Gradevinski Fak Subotici, Novi Sad, Serbia
来源：
GRADEVINAR | 2013年 / 65卷 / 05期
关键词：
prismatic reinforced concrete shells; stability analysis; finite strip method; GEOMETRIC NONLINEAR-ANALYSIS;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Stability analysis of prismatic reinforced concrete shells is presented in the paper. These structures are special shells for which both geometry and material properties can be considered as constant along the main direction, while only the loading distribution may vary. A semi-analytical harmonic coupled finite strip method (HCFSM) is used to solve the large deflection and post-buckling problems, or both actions simultaneously. This is particularly important for shells having large span-to-width ratios.
引用
收藏
页码：411 / 422
页数：12
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