Spatial stability analysis of thin-walled space frames

International Journal for Numerical Methods in Engineering

Volumn 39, Issue 3, 1996, Pages 499-525

  Kim, Moon Young ^a   Chang, Sung Pil ^b   Kim, Sung B O ^b  

^a Sungkyunkwan University   (South Korea)

^b Seoul National University   (South Korea)

Author keywords

Finite element; Space frame; Spatial stability; Thin walled; Warping semitangential

Indexed keywords

BEAMS AND GIRDERS; BENDING STRENGTH; BUCKLING; DEFORMATION; FINITE ELEMENT METHOD; FUNCTIONS; LOADS (FORCES); POLYNOMIALS; STIFFNESS MATRIX; STRUCTURAL FRAMES; TORSIONAL STRESS; WALLS (STRUCTURAL PARTITIONS);

CUBIC HERMITIAN POLYNOMIALS; DISPLACEMENT; FINITE ROTATION; FLEXURAL BEAMS; POTENTIAL ENERGY; SEMITANGENTIAL MOMENTS; SPATIAL STABILITY; THIN WALLED SPACE FRAMES; VLASOV ASSUMPTION; WARPING;

STRUCTURAL ANALYSIS;

EID: 0030082132     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19960215)39:3<499::AID-NME867>3.0.CO;2-Z     Document Type: Article

References (3)

1. S. P. Timoshenko and J. M. Gere, Theory of Elastic Stability, 2nd edn, McGraw-Hill, New York, 1961.
2. F. Bleich, Buckling Strength of Metal Structures, McGraw-Hill, New York, 1952.
3. A. Chajes, Principle of Structural Stability Theory, Prentice-Hall, Englewood Cliffs, N.J., 1952.