Research Article
Mar 1973
Dynamic Matrix of Timoshenko Beam Columns
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VIEW THE REPLYAuthors: Franklin Y. Cheng, AM.ASCE, and Wu-Hsiung TsengAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 3
Abstract
This paper describes the dynamic behavior of general structural frameworks subjected to lateral time-dependent excitations and static axial loads. Different static axial loads may be applied to various members which are simultaneously subjected to lateral harmonic excitations applied as nodal forces, uniform and nonuniform loads, or foundation movements. All the matrix equations are expressed in nondimensional parameters representing various effects of rotary inertia, axial load, and shear and bending deformations. The individual parameter may be dropped when the appropriate effect is not considered. Consequently, the formulation and the computer program developed may be applied to various cases of dynamic response as bending deformation only; bending deformation and axial load; rotatory inertia, bending and shear deformations; rotatory inertia, bending and shear deformations, and axial loads; etc.
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Published In
Journal of the Structural Division
Volume 99 • Issue 3 • March 1973
Pages: 527 - 549
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Mar 1973
Published online: Feb 1, 2021
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Franklin Y. Cheng, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Missouri-Rolla, Rolla, Mo.
Wu-Hsiung Tseng
Grad. Asst., Univ. of Missouri-Rolla, Rolla, Mo.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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