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Mohammad Javad Fadaee

Researcher at University of Qom

Publications -  85
Citations -  1544

Mohammad Javad Fadaee is an academic researcher from University of Qom. The author has contributed to research in topics: Finite element method & Boundary value problem. The author has an hindex of 20, co-authored 83 publications receiving 1299 citations. Previous affiliations of Mohammad Javad Fadaee include Iran University of Science and Technology & University of Waterloo.

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A new exact analytical approach for free vibration of Reissner–Mindlin functionally graded rectangular plates

TL;DR: In this paper, an exact closed-form procedure is presented for free vibration analysis of moderately thick rectangular plates having two opposite edges simply supported (i.e. Lvy-type rectangular plates) based on the Reissner-Mindlin plate theory.
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Study on the free vibration of thick functionally graded rectangular plates according to a new exact closed-form procedure

TL;DR: In this paper, a new exact closed-form procedure is presented to solve free vibration analysis of functionally graded rectangular thick plates based on the Reddy's third-order shear deformation plate theory while the plate has two opposite edges simply supported.
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A novel approach for in-plane/out-of-plane frequency analysis of functionally graded circular/annular plates

TL;DR: In this article, an exact closed-form frequency equation is presented for free vibration analysis of circular and annular moderately thick FG plates based on the Mindlin's first-order shear deformation plate theory.
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Exact solutions for free flexural vibration of Lévy-type rectangular thick plates via third-order shear deformation plate theory

TL;DR: In this article, exact closed-form solutions in explicit forms are presented for transverse vibration analysis of rectangular thick plates having two opposite edges hard simply supported (i.e., Levy-type rectangular plates) based on the Reddy's third-order shear deformation plate theory.
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Seismic reliability assessment of RC structures including soil–structure interaction using wavelet weighted least squares support vector machine

TL;DR: This study aims to incorporate the acceptable performance levels of PBD into reliability theory for comparing the obtained annual probability of non-performance with the target values for each performance level.