Thin-walled space frame analysis with geometric and flexible connection nonlinearities-Reference-Cited by-同舟云学术

Thin-walled space frame analysis with geometric and flexible connection nonlinearities

Published:1990-01 Issue:5 Volume:35 Page:609-617
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Blandford G.E.

Publisher

Elsevier BV

Subject

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

Reference16 articles.

1. Static analysis of flexibly connected thinwalled plane frames;Blandford;Comput. Struct.,1988

2. Effects of semi-rigid connections on space frame behavior. Submitted in partial fulfillment of the degree of Master of Science in Civil Engineering;Schertler,1987

3. Stiffness matrix for geometric nonlinear analysis;Yang;J. struct. Engng, ASCE,1986

4. Joint rotation and geometric nonlinear analysis;Yang;J. struct. Engng, ASCE,1986

5. A procedure for analyzing space frames with partial warping restraint;Yang;Int. J. Numer. Meth. Engng,1984

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1. Elastic buckling analysis of 3-D trusses and frames with thin-walled members;Computational Mechanics;2002-11-01

2. Double-Layer Grids: Review of Static and Thermal Analysis Methods;Journal of Structural Engineering;1996-08

3. Finite-Element Model for Thin-Walled Space Frame Flexible Connection Behavior;Journal of Structural Engineering;1995-10

4. Stability response of flexibly connected cold-formed steel space frames;Thin-Walled Structures;1994-01

5. Linear Buckling Analysis of Bar Structures;Stability of Structures by Finite Element Methods;1994