The analytical calculation of circular rods of variable cross-section by the initial values method

Computers and Structures

Volumn 62, Issue 3, 1997, Pages 445-461

  Artan, R ^a  

^a ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER AIDED ANALYSIS; COMPUTER SOFTWARE; MATRIX ALGEBRA; STRESS ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; VECTORS;

CIRCULAR RODS; SOFTWARE PACKAGE MATHEMATICA;

STRUCTURAL MEMBERS;

EID: 0031077305     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(96)00205-2     Document Type: Article

References (4)

1. V. Cinemre, Carry-over matrix method for the static analysis of helical bars. Ph.D. thesis in the Civil Engineering Department of the Technical University of Istanbul (1960) (in Turkish).
2. M. Inan, General Theory of Elastic Bars. The Technical University of Istanbul (1966) (in Turkish).
3. M. H. Omurtag and A. Y. Aköz, The mixed finite element solution of helical beams with variable cross-section under arbitrary loading. Comput. Struct. 43, 325-331 (1992).
4. A. D. Myskis, Advanced Mathematics for Engineers, Chapter VIII. Mir Publishers, Moscow (1975).