Presented herein are exact vibration mode shapes and modal stress-resultants for freely vibrating, circular Mindlin plates with free edges. These documented solutions are important in the hydroelastic analysis of very large circular floating structures (VLFS) which are commonly modeled as plates with free edges. The exact vibration solutions will enable engineers to obtain a very accurate set of deflections and stress-resultants for circular VLFS under the action of waves. Such benchmark results will allow engineers and researchers to ascertain the accuracy of whatever numerical techniques that are eventually proposed for predicting accurate hydroelastic responses of arbitrarily shaped VLFS
This thesis presents the first-known exact solutions for vibration of stepped circular Mindlin plate...
Abstract. Presented herein is a study on reducing the hydroelastic response of very large floating s...
In the present study, a theoretical method is developed to investigate free vibrations of circular p...
Presented herein are exact vibration mode shapes and modal stress-resultants for freely vibrating, c...
A pontoon-type, very large floating structure (VLFS) is often modeled as a huge plate with free edge...
This paper is concerned with the hydroelastic analysis of a pontoon-type circular very large floatin...
In the dynamic analysis of a very large floating structure (VLFS), it is crucial that the stress res...
This paper is concerned with the hydroelastic analysis of a pontoon-type, circular, very large float...
This paper is concerned with the hydroelastic response of pontoon-type, very large floating structur...
The chapter discusses the least squares finite difference (LSFD) method for the vibration analysis o...
For an isotropic circular plate with constant thickness and free edges, its fundamental vibration mo...
In this paper, we focus on the computation of stress resultants of a floating elastic plate using th...
In this article the free vibrations of the bottom plate of an otherwise rigid circular cylindrical t...
The Ritz method and some finite element formulations fail to furnish accurate modal stress-resultant...
This paper presents an analytical approach to investigate the vibration behaviour of circular Mindli...
This thesis presents the first-known exact solutions for vibration of stepped circular Mindlin plate...
Abstract. Presented herein is a study on reducing the hydroelastic response of very large floating s...
In the present study, a theoretical method is developed to investigate free vibrations of circular p...
Presented herein are exact vibration mode shapes and modal stress-resultants for freely vibrating, c...
A pontoon-type, very large floating structure (VLFS) is often modeled as a huge plate with free edge...
This paper is concerned with the hydroelastic analysis of a pontoon-type circular very large floatin...
In the dynamic analysis of a very large floating structure (VLFS), it is crucial that the stress res...
This paper is concerned with the hydroelastic analysis of a pontoon-type, circular, very large float...
This paper is concerned with the hydroelastic response of pontoon-type, very large floating structur...
The chapter discusses the least squares finite difference (LSFD) method for the vibration analysis o...
For an isotropic circular plate with constant thickness and free edges, its fundamental vibration mo...
In this paper, we focus on the computation of stress resultants of a floating elastic plate using th...
In this article the free vibrations of the bottom plate of an otherwise rigid circular cylindrical t...
The Ritz method and some finite element formulations fail to furnish accurate modal stress-resultant...
This paper presents an analytical approach to investigate the vibration behaviour of circular Mindli...
This thesis presents the first-known exact solutions for vibration of stepped circular Mindlin plate...
Abstract. Presented herein is a study on reducing the hydroelastic response of very large floating s...
In the present study, a theoretical method is developed to investigate free vibrations of circular p...