CYCLE BASES OF MINIMAL MEASURE FOR STRUCTURAL-ANALYSIS OF SKELETAL STRUCTURES BY FLEXIBILITY METHOD

被引：25

作者：

CASSELL, AC ^{[1
]}

HENDERSON, JCD ^{[1
]}

RAMACHANDRAN, K ^{[1
]}

机构：

[1] IMPERIAL COLL,DEPT CIVIL ENGN,LONDON SW7,ENGLAND

来源：

PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES | 1976年 / 350卷 / 1660期

关键词：

D O I：

10.1098/rspa.1976.0095

中图分类号：

O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];

学科分类号：

07 ; 0710 ; 09 ;

摘要：

After an introduction to flexibility analysis and a brief review of earlier work using combinatorics, the paper presents a procedure to construct a finite sub-set of the cycle vector space containing the elements of all minimal bases. This makes the generation of the required basis feasible by a finite procedure, such as Welsh's generalization of the Kruskal algorithm.

引用

页码：61 / 70

页数：10