Stability functions for three-dimensional beam-columns

Journal of Structural Engineering (United States)

Volumn 115, Issue 2, 1989, Pages 467-479

  Ekhande, Shantaram G ^a   Selvappalam, Mohan ^b   Madugula, Murty K S ^c  

^a Eng Mechanics Research Corporation   (United States)

^b UNIVERSITY OF FLORIDA   (United States)

^c UNIVERSITY OF WINDSOR   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS;

FLEXURAL STIFFNESS; STABILITY FUNCTIONS; STRESS STIFFNESS MATRIX; THREE-DIMENSIONAL BEAM-COLUMNS;

COLUMNS;

EID: 0024606589     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1989)115:2(467)     Document Type: Article

References (6)

1. Fleming, J. F. (1979). "Nonlinear static analysis of cable-stayed bridge structures." Computers and structures, Vol. 10. Pergamon Press, Inc., New York, NY and London England, 621-635.
2. Harrison, H. B. (1973). Computer methods in structural analysis. Prentice-Hall, Inc., Englewood Cliffs NJ.
3. Home, M. R., and Merchant, W. (1965). The Stability of frames. Pergamon Press Ltd., London England.
4. Przemieniecki, J. S. (1968). Theory of matrix structural analysis. McGraw-Hill Book Co., Inc., New York NY, 70-79.
5. Selvappalam, M. (1987). Three-dimensional non-linear analysis of guyed towers thesis presented to the University of Windsor, Windsor, Ontario, Canada, in partial fulfillment of the requirements for the degree of Master of Science.
6. Yaug, Y.-B., and McGuire, W. (1986). "Stiffness matrix for geometric non-linear analysis”. J Struct Engrg ASCE, 112(4), 833-877.