Stability of an Elastic Column Subjected to Non-Stationary Compressive Loads
The problem of dynamic stability of an elastic column with pinned ends subjected to non-stationary compressive axial loads is considered. The method of optimal Lyapunov functions for differential inclusions is applied to obtain sufficient conditions of stability of the column in the case of bounded...
Saved in:
Main Author: | A. Ossowski |
---|---|
Format: | Article |
Language: | English |
Published: |
Institute of Fundamental Technological Research
2005-09-01
|
Series: | Engineering Transactions |
Subjects: | |
Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/445 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Analysis of concrete taken from a loaded column by determining the modulus of elasticity
by: Kristýna Hrabová, et al.
Published: (2024-05-01) -
Ultimate strength of geometrically imperfect angle columns /
by: Chan, S. L.
Published: (1990) -
EVALUATION OF THE EFFECT AND THE EFFICIENCY GAIN ANGLED METAL COLLARS STRENGTHENING OF REINFORCED CONCRETE COLUMNS WITH COMPRESSION
by: M. V. Mosin
Published: (2017-08-01) -
Ultimate load design charts and equations for beams and columns /
by: Jones, L. L.
Published: (1962) -
Failure Assessment of Steel-Concrete Composite Column Under Blast Loading
by: Marcin P. BUDZIAK, et al.
Published: (2014-04-01)