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

✍ Scribed by Aristizabal-Ochoa, J. Dario

Book ID
118172629
Publisher
American Society of Civil Engineers
Year
2004
Tongue
English
Weight
383 KB
Volume
130
Category
Article
ISSN
0733-9399

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πŸ“œ SIMILAR VOLUMES

Timoshenko beam-column with generalized
Timoshenko beam-column with generalized end conditions on elastic foundation: Dynamic-stiffness matrix and load vector
✍ Luis G. Arboleda-Monsalve; David G. Zapata-Medina; J. DarΓ­o Aristizabal-Ochoa πŸ“‚ Article πŸ“… 2008 πŸ› Elsevier Science 🌐 English βš– 498 KB

The dynamic-stiffness matrix and load vector of a Timoshenko beam-column resting on a two-parameter elastic foundation with generalized end conditions are presented. The proposed model includes the frequency effects on the stiffness matrix and load vector as well as the coupling effects of: (1) bend

Stability and natural frequencies of a w
Stability and natural frequencies of a weakened Timoshenko beam-column with generalized end conditions under constant axial load
✍ Luis G. Arboleda-Monsalve; David G. Zapata-Medina; J. Dario Aristizabal-Ochoa πŸ“‚ Article πŸ“… 2007 πŸ› Elsevier Science 🌐 English βš– 612 KB

The stability and free vibration analyses of a Timoshenko beam-column with generalized end conditions (i.e., with semi-rigid flexural connections and lateral bracings at both ends) subjected to constant axial load (tension or compression), and weakened by a cracked section along its span are present