Elastic flexural-torsional buckling of continuously restrained arches

International Journal of Solids and Structures

Volumn 39, Issue 8, 2002, Pages 2299-2322

  Pi, Y L ^a   Bradford, M A ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Arch; Buckling; Continuous; Elastic; Flexural torsional; Lateral translational; Minor axis rotational; Restraint; Torsional; Warping

Indexed keywords

BENDING (DEFORMATION); BUCKLING; STIFFNESS; TORSIONAL STRESS;

CONTINUOUS RESTRAINTS;

ARCHES;

BUCKLING;

EID: 0037066646     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(02)00006-9     Document Type: Article

References (20)

1. Buckling of beams supported on seats
2. Torsional bracing of columns
3. Stiffness requirements for lateral bracing
4. Buckling of laterally and torsionally restrained beams
5. Effect of warping restraints on I-Beam buckling
6. Flexural-torsional buckling of arches
7. Elastic flexural-torsional buckling of restrained arches
8. Three-dimensional analysis of elastic arches
9. Prebuckling deformations and flexural-torsional buckling of arches
10. Equations of curved beams
11. Stiffener effects on torsional buckling of columns
12. Torsional restraint of lateral buckling
13. Torsional restraint against elastic lateral buckling
14. Lateral bracing of columns and beams
15. Effect of curvature on stability of curved beams
16. Fundamentals of beam bracing