Matrix method for stability and second-order analysis of Timoshenko beam-column structures with semi-rigid connections

Engineering Structures

Volumn 34, Issue , 2012, Pages 289-302

  Aristizabal Ochoa, J Darío ^a  

^a UNIVERSIDAD NACIONAL DE COLOMBIA   (Colombia)

Author keywords

Buckling; Columns; Computer applications; Frames; Matrix method; P Effects; Second order analysis; Semi rigid connections; Shear deformations; Stability; Tension buckling

Indexed keywords

AXIAL TENSIONS; BEAM-COLUMNS; BUCKLING LOADS; CLOSED FORM; CROSS SECTION; ELASTIC ANALYSIS; ELASTIC BEHAVIOR; ELASTOMERIC BEARING; FRAMED STRUCTURE; FRAMES; LOAD MATRICES; LOAD VECTORS; MATRIX METHODS; ORTHOTROPIC COMPOSITES; SECOND ORDER ANALYSIS; SECOND ORDERS; SEISMIC ISOLATION OF BUILDINGS; SEMI-RIGID; SEMIRIGID CONNECTIONS; SHEAR STIFFNESS; SIMPLE CONNECTIONS; SINGLE SEGMENTS; STABILITY ANALYSIS; TORSIONAL WARPING;

BUCKLING; COLUMNS (STRUCTURAL); COMPUTER APPLICATIONS; CONVERGENCE OF NUMERICAL METHODS; PARTICLE BEAMS; POLYMER MATRIX COMPOSITES; SHEAR DEFORMATION; SHEAR FLOW; STABILITY; STIFFNESS; STIFFNESS MATRIX; STRUCTURAL FRAMES;

RIGID STRUCTURES;

BUCKLING; COLUMN; DEFORMATION; MATRIX; NUMERICAL MODEL; STABILITY ANALYSIS; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL COMPONENT; SYMMETRY; TENSION; TORSION;

EID: 80155182111     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.09.010     Document Type: Article

References (11)

1. Timoshenko S., Gere J. Theory of Elastic Stability 1961, McGraw-Hill, (Chapter II). second ed.
2. Aristizabal-Ochoa J.Dario First- and second-order stiffness matrices and load vector of beam-columns with semi-rigid connections. J. Struct. Engrg., ASCE 1997, 123(5):669-678.
3. Kelly J.M. Tension buckling in multilayer elastomeric bearings. J. Eng. Mech. 2003, 129(12):1363-1368. Discussion by Aristizabal-Ochoa, J. Dari{dotless}́o, 131(1) (2005) 106-108.
4. Areiza-Hurtado M., Vega-Posada C., Aristizabal-Ochoa J.Dario Second-order stiffness matrix and loading vector of a beam-column with semi-rigid connections on an elastic foundation. J. Eng. Mech., ASCE 2005, 131(7):752-762.
5. Aristizabal-Ochoa J.Darío Column stability and minimum lateral bracing: effects of shear deformations. J. Eng. Mech. 2004, 130(10):1223-1232.
6. Aristizabal-Ochoa J.Darío Large deflection and postbuckling behavior of Timoshenko beam-columns with semi-rigid connections including shear and axial effects. Elsevier J. Eng. Struct. 2007, 29(6):991-1003.
7. Bryant R.H., Baile O.C. Slope deflection analysis including transverse Shear. J. Struct. Div. 1977, 103(2):443-446.
8. Ekhande S.G., Selvappalam M., Madugula M.K.S. Stability functions for three-dimensional beam columns. J. Struct. Eng., ASCE 1989, 115(2):467-479.
9. Lin F.J., Glauser E.C., Johnston B.J. Behavior of laced and battened structural members. J. Struct. Eng., ASCE 1960, 123(5):1377-1401.
10. Roberts T.M. Influence of shear deformation on buckling of pultruded fiber reinforced plastic profiles. J. Compos. Construc., ASCE 2002, 6(4):241-248.
11. Salmon C.G., Johnson J.E. Steel Structures: Design and Behavior 1996, HarperCollins College Publishers, (Chapter 14). forth ed.