Free vibration analysis of Timoshenko beams by DSC method

Ö Civalek, O Kiracioglu - International Journal for Numerical …, 2010 - Wiley Online Library
Free vibration analysis of Timoshenko beams has been presented. Discrete singular
convolution method is used for numerical solution of equation of motion of Timoshenko …

New finite-element formulation for buckling analysis of cracked structures

A Ranjbaran, M Ranjbaran - Journal of Engineering Mechanics, 2014 - ascelibrary.org
A crack in a steel structure will cause a local change in its stiffness. The change in stiffness
will lead to a change in buckling loads and a discontinuity in the associated buckling modes …

[PDF][PDF] Analysis of cracked members the governing equations and exact solutions

A Ranjbaran - 2010 - sid.ir
In this work a considerable number of papers regarding the cracked beam like structures in
the literature are cited. A new and general governing differential equation for eigenvalue …

A two-scale probabilistic time-dependent fatigue model for offshore steel wind turbines

B Rocher, F Schoefs, M François, A Salou… - International Journal of …, 2020 - Elsevier
Due to both wave and wind fluctuations, the steel foundations of offshore wind turbines are
highly submitted to fatigue. To date, current methods of fatigue design proposed in the …

Sensitivity approach for modeling stochastic field of keulegan–carpenter and reynolds numbers through a matrix response surface

F Schoefs, ML Boukinda - 2010 - asmedigitalcollection.asme.org
The actual challenge for requalification of existing offshore structures through a rational
process of reassessment indicates the importance of employing a response surface …