Exact stiffnesses for tapered members

Journal of Structural Engineering

Volumn 122, Issue 10, 1996, Pages 1234-1239

  Al Gahtani, Husain Jubran ^a  

^a KING FAHD UNIVERSITY OF PETROLEUM AND MINERALS   (Saudi Arabia)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; DIFFERENTIAL EQUATIONS; STIFFNESS MATRIX; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TORSIONAL STRESS;

AXIAL STIFFNESS; TAPERED MEMBER FIXED END FORCES; TAPERED MEMBER MOMENTS;

STRUCTURAL MEMBERS;

EID: 0030271012     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:10(1234)     Document Type: Article

References (6)

1. Banerjee, J. R., and Williams, F. W. (1985). "Exact Bernoulli-Euler dynamic stiffness matrix for a range of tapered beams." Int. J. Numer. Methods in Engrg., 21, 2289-2302.
2. Bathe, K. J. (1982). Finite element procedures in engineering analysis. Prentice-Hall, Inc., Englewood, N.J.
3. Beskos, D. E. (1989). Boundary element methods in structural analysis. ASCE, New York, N.Y.
4. Boley, B. A. (1963). "On the accuracy of the Bernoulli-Euler theory of beams of variable section." J. Appl. Mech., 30, 373-378.
5. Hibbeler, R. (1990). Structural analysis. Macmillan Publishing Co., New York, N.Y.
6. Timoshenko, S. P., and Young, D. H. (1965). Theory of structures. McGraw-Hill Book Co., Inc., New York, N.Y.