Dynamic Modal Analysis and Stability of Cantilever Shear Buildings: Importance of Moment Equilibrium-Reference-Cited by-同舟云学术

Dynamic Modal Analysis and Stability of Cantilever Shear Buildings: Importance of Moment Equilibrium

Published:2007-07 Issue:7 Volume:133 Page:735-747
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Aristizabal-Ochoa J. Dario¹

Affiliation:

1. 125-Year Generation International Professor, School of Mines, National Univ. of Colombia at Medellín, Medellín, Colombia. E-mail: jdaristi@unalmed.edu.co

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A7%28735%29

Reference10 articles.

1. Timoshenko Beam-Column with Generalized End Conditions and Nonclassical Modes of Vibration of Shear Beams

2. Discussion of “Tension Buckling in Multilayer Elastomeric Bearings” by James M. Kelly

3. Aristizabal-Ochoa J. D. (2007). “Static and dynamic stability of uniform shear beam-columns under generalized boundary conditions.” J. Sound Vib.JSVIAG0022-460X Elsevier accepted for publication.

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