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Inelastic Lateral Buckling of Restrained Beams
- Source :
- Journal of the Engineering Mechanics Division. 99:343-366
- Publication Year :
- 1973
- Publisher :
- American Society of Civil Engineers (ASCE), 1973.
-
Abstract
- An analytical method of the elastic and the inelastic lateral buckling of restrained beams is presented using the transfer matrix method. The field transfer matrix is derived under the assumption that each element is in a uniform bending moment and it is presented that the various restraints against the out of plane deformations at the supports and in the spans can be considered in the analysis using the point transfer matrix. The treatments of the boundary conditions and the effects of the locations of loadings are given. Using this method, the numerical examples are presented for simply supported beams and two-span continuous beams.
- Subjects :
- Materials science
business.industry
Numerical analysis
Transfer-matrix method (optics)
General Engineering
Structural engineering
Transfer matrix
Buckling
Bending moment
General Earth and Planetary Sciences
Boundary value problem
Deformation (engineering)
business
General Environmental Science
Matrix method
Subjects
Details
- ISSN :
- 26902427 and 00447951
- Volume :
- 99
- Database :
- OpenAIRE
- Journal :
- Journal of the Engineering Mechanics Division
- Accession number :
- edsair.doi...........bbf9a09fb81f973ac6d0ad36c9112994