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

页码：73 / 79

页数：7

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[5]

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[10]

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