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Lateral-torsional buckling of functionally graded tapered I-beams considering lateral bracing
In this paper, the lateral-torsional buckling of axially-transversally functionally graded
tapered beam is investigated. The structure cross-section is assumed to be symmetric I …
tapered beam is investigated. The structure cross-section is assumed to be symmetric I …
Moment Lyapunov exponents and stochastic stability of a thin-walled beam subjected to axial loads and end moments
G Janevski, P Kozić, R Pavlović… - Facta Universitatis …, 2021 - casopisi.junis.ni.ac.rs
In this paper, the Lyapunov exponent and moment Lyapunov exponents of two degrees-of-
freedom linear systems subjected to white noise parametric excitation are investigated. The …
freedom linear systems subjected to white noise parametric excitation are investigated. The …
[HTML][HTML] Interaction curves for vibration and buckling of thin-walled composite box beams under axial loads and end moments
Interaction curves for vibration and buckling of thin-walled composite box beams with
arbitrary lay-ups under constant axial loads and equal end moments are presented. This …
arbitrary lay-ups under constant axial loads and equal end moments are presented. This …
Parametric instability and nonlinear oscillations of an FRP channel section column under axial load
The range of applications of fiber-reinforced polymer structures has become increasingly
diverse in recent years. However, little is known on their performance under dynamic loads …
diverse in recent years. However, little is known on their performance under dynamic loads …
On the Flexural‐Torsional Vibration and Stability of Beams Subjected to Axial Load and End Moment
MT Towliat Kashani, S Jayasinghe… - Shock and …, 2014 - Wiley Online Library
The free vibration of beams, subjected to a constant axial load and end moment and various
boundary conditions, is examined. Based on the Euler‐Bernoulli bending and St. Venant …
boundary conditions, is examined. Based on the Euler‐Bernoulli bending and St. Venant …
Estimating the region of attraction via collocation for autonomous nonlinear systems
This paper aims to propose a computational technique for estimating the region of attraction
(RoA) for autonomous nonlinear systems. To achieve this, the collocation method is applied …
(RoA) for autonomous nonlinear systems. To achieve this, the collocation method is applied …
索梁结构非线性振动有限元分析
吴庆雄, 王文**, 陈宝春 - 工程力学, 2013 - engineeringmechanics.cn
为了更全面, 精确地进行包括斜拉索参数振动在内的索梁结构非线性振动分析,
该文采用索单元和去除自重的非线性动力计算方法, 实现了能考虑参数振动的拉索非线性振动 …
该文采用索单元和去除自重的非线性动力计算方法, 实现了能考虑参数振动的拉索非线性振动 …
Moment Lyapunov exponents and stochastic stability of a thin-walled beam subjected to eccentric axial loads
G Janevski, P Kozić, R Pavlović - Journal of Theoretical and …, 2012 - iwww.ptmts.org.pl
The Lyapunov exponent and moment Lyapunov exponents of two degrees-of-freedom linear
systems subjected to white noise parametric excitation are investigated. The method of …
systems subjected to white noise parametric excitation are investigated. The method of …
Exact solution and dynamic buckling analysis of a beam-column system having the elliptic type loading
HS Artem, L Aydin - Applied Mathematics and Mechanics, 2010 - Springer
This paper presents a closed form solution to the dynamic stability problem of a beam-
column system with hinged ends loaded by an axial periodically time-varying compressive …
column system with hinged ends loaded by an axial periodically time-varying compressive …
Vibration and buckling of thin-walled composite I-beams with arbitrary lay-ups under axial loads and end moments
A finite element model with seven degrees of freedom per node is developed to study
vibration and buckling of thin-walled composite I-beams with arbitrary lay-ups under …
vibration and buckling of thin-walled composite I-beams with arbitrary lay-ups under …