Second-Order Stiffness Matrix and Loading Vector of a Beam-Column with Semirigid Connections on an Elastic Foundation-Reference-Cited by-同舟云学术

Second-Order Stiffness Matrix and Loading Vector of a Beam-Column with Semirigid Connections on an Elastic Foundation

Published:2005-07 Issue:7 Volume:131 Page:752-762
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Areiza-Hurtado Mauricio¹²³,Vega-Posada Carlos¹²³,Aristizábal-Ochoa J. Darío¹²³

Affiliation:

1. Structural Researcher, School of Mines, National Univ. of Columbia at Medellin, Medellin AA. 75267, Columbia; formerly, Research Engineer, NESCO, Madrid, Spain.

2. Structural Researcher, School of Mines, National Univ. of Columbia at Medellin, Medellin AA. 75267, Columbia.

3. 125-Year Generation International Professor, School of Mines, National Univ. of Columbia at Medellin, Medellin AA. 75267, Columbia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282005%29131%3A7%28752%29

Reference10 articles.

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

2. Stability and Second-Order Analyses of Frames with Semirigid Connections under Distributed Axial Loads

3. Elastic Stability and Second-Order Analysis of Three-Dimensional Frames: Effects of Column Orientation

4. Column Stability and Minimum Lateral Bracing: Effects of Shear Deformations

5. Stiffness-Matrix Formulation of Beams with Shear Effect on Elastic Foundation

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