Slope-deflection equations for stability and second-order analysis of Timoshenho beam–column structures with semi-rigid connections-Reference-Cited by-同舟云学术

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Slope-deflection equations for stability and second-order analysis of Timoshenho beam–column structures with semi-rigid connections

Published:2008-09 Issue:9 Volume:30 Page:2517-2527
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Dario Aristizabal-Ochoa J.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference14 articles.

1. History of the stiffness method;Samuelsson;International Journal for Numerical Methods in Engineering,2006

2. Wilson W.M., Maney G.A.. Slope-deflection method. University of Illinois Engineering Experiment Station, Bulletin 80, 1915

3. Elementary structural analysis;Norris,1960

4. Structural analysis;Kassimali,1998

5. Steel structures: Design and behavior;Salmon,1996

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4. Second-order two-cycle analysis of frames based on interpolation functions from the solution of the beam-column differential equation;REM - International Engineering Journal;2023-06

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