Discussion of “Second-Order Analysis of Plane Frames with One Element per Member” by Richard J. Balling and Jesse W. Lyon-Reference-Cited by-同舟云学术

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Discussion of “Second-Order Analysis of Plane Frames with One Element per Member” by Richard J. Balling and Jesse W. Lyon

Published:2013-02 Issue:2 Volume:139 Page:300-302
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Aristizabal-Ochoa J. Dario¹

Affiliation:

1. 125-Year Generation Professor, National Univ., School of Mines, Medellín, Colombia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000627

Reference17 articles.

1. Elastic Stability of Beam-Columns with Flexural Connections under Various Conservative End Axial Forces

2. First- and Second-Order Stiffness Matrices and Load Vector of Beam-Columns with Semirigid Connections

3. Aristizabal-Ochoa J. D. (1997c) “Stability and minimum bracing for stepped columns with semirigid connections: Classical elastic approach.” Int. J. Struct. Eng. Mech. 5(4) 415–431.

4. Story Stability of Braced, Partially Braced, and Unbraced Frames: Classical Approach

5. Classic Buckling of Three-Dimensional Multicolumn Systems under Gravity Loads

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