Elastic stability and buckling loads of multi-span nonuniform beams, shafts and frames on rigid or elastic supports by finite element method using planar uniform line elements-Reference-Cited by-同舟云学术

Elastic stability and buckling loads of multi-span nonuniform beams, shafts and frames on rigid or elastic supports by finite element method using planar uniform line elements

Published:1980-08 Issue:2 Volume:12 Page:233-243
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Bagci Cemil

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference14 articles.

1. Elastic stability and buckling loads of threedimensional nonuniform framed systems by finite element method using spatial line elements;Bagci;Comput. Structures,1979

2. Critical operating speeds of constrained space linkages using spatial finite line element method and lumped mass systems;Bagci,1979

3. Cemil Bagci and D. R. Falconer, Spatial finite line element method for determining critical speeds of multi-throw crankshafts considering actual throw geometry. Submitted to ASME for presentation.

4. Matrix formulation of structural stability problems;Hartz;J. Structural Div., ASCE,1965

5. Discrete element approach to structural instability;Gallagher;AIAA J.,1963

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