NONLINEAR-ANALYSIS FOR CONCRETE FRAME STRUCTURES USING THE FINITE-ELEMENT METHOD

被引：9
|
作者：
SUN, CH
BRADFORD, MA
GILBERT, RI
机构：
[1] Department of Structural Engineering, School of Civil Engineering, The University of New South Wales, Kensington
来源：
COMPUTERS & STRUCTURES | 1993年 / 48卷 / 01期
关键词：
D O I：
10.1016/0045-7949(93)90459-Q
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
A new finite element layered model used for beam-column elements in concrete frame structures is developed. Using an automatic incremental/iteration process, the model can account for both geometric and material nonlinearity in concrete frame structures. The model is compared with independent experimental results, and a stable and reliable prediction is obtained. The finite element method forms a basis for the efficient analysis of large reinforced concrete frames.
引用
收藏
页码：73 / 79
页数：7
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