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Static Stability Formulas of a Weakened Timoshenko Column: Effects of Shear Deformations

✍ Scribed by Zapata-Medina, David G.; Arboleda-Monsalve, Luis G.; Aristizabal-Ochoa, J. Dario

Book ID
120511995
Publisher
American Society of Civil Engineers
Year
2010
Tongue
English
Weight
379 KB
Volume
136
Category
Article
ISSN
0733-9399

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πŸ“œ SIMILAR VOLUMES

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

A further note on the effect of shear de
A further note on the effect of shear deformation on the critical buckling of columns
✍ C.M. Wang; R.P.S. Han πŸ“‚ Article πŸ“… 1995 πŸ› Elsevier Science 🌐 English βš– 186 KB

We would like to refer to the recent article of Banerjee and Williams [1] which is a topic of great interest to many researchers. The authors studied the effect of shear deformation on the elastic buckling load of columns. On page 608 of their paper, it was stated that ''. . . a literature survey on