DESIGN PROCEDURE FOR THE BUCKLING ANALYSIS OF REINFORCED-CONCRETE SHELLS

被引：12

作者：

DULACSKA, E

KOLLAR, L

机构：

[1] Technical University of Budapest, Budapest

来源：

THIN-WALLED STRUCTURES | 1995年 / 23卷 / 1-4期

关键词：

D O I：

10.1016/0263-8231(95)00019-A

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The paper presents a simple procedure to establish the buckling load of shell structures. It is essentially based on the assumption that the various factors influencing buckling can be assessed as multipliers of the 'classical' critical load. These factors are: imperfections, creep, plasticity, cracks and the steel reinforcement. The paper gives the values of these factors, thus establishing a method which can be used in practical design.

引用

页码：313 / 321

页数：9