STIFFNESS MATRICES FOR NON-PRISMATIC MEMBERS INCLUDING TRANSVERSE-SHEAR

被引：21

作者：

EISENBERGER, M

机构：

[1] Department of Civil Engineering, Technion-Israel Institute of Technology, Technion City

来源：

COMPUTERS & STRUCTURES | 1991年 / 40卷 / 04期

关键词：

D O I：

10.1016/0045-7949(91)90312-A

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

Explicit terms for the stiffness matrices, including the effect of transverse shear, of common non-prismatic members are derived. The stiffnesses are formulated from the flexibilities of the element. Comparison of the values derived by the suggested formulation with known results is made. The formulation is highly recommended for small in-house computers, and saves computer time and storage.

引用

页码：831 / 835

页数：5

共 13 条

[1]

AGENT R, 1965, METHODS APPROXIMATIL

[2] EXACT BERNOULLI-EULER DYNAMIC STIFFNESS MATRIX FOR A RANGE OF TAPERED BEAMS [J].