Timoshenko Beam-Column with Generalized End Conditions and Nonclassical Modes of Vibration of Shear Beams
Author:
Affiliation:
1. 125-Year International Professor, School of Mines, National Univ. of Colombia, Medellin A. A. 75267 Colombia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A10%281151%29
Reference13 articles.
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2. Blevins R.D. ( 1979). Formulas for natural frequency and mode shape Chap. 8 Van Nostrand-Reinhold New York 171–175.
3. Dynamic Timoshenko Beam‐Columns on Elastic Media
4. Dynamic matrix of Timoshenko beam columns;Cheng F. Y.;J. Struct. Div. ASCE,1973
5. Clough R.W. and Penzien J. ( 1993). Dynamics of structures 2nd Ed. Chap. 26 McGraw-Hill New York 628–628.
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