Moshe Eisenberger
Technion – Israel Institute of Technology
96 Papers
590 Citations
Moshe Eisenberger is an academic researcher from Technion – Israel Institute of Technology. The author has contributed to research in topics: Stiffness matrix & Finite element method. The author has an hindex of 31, co-authored 94 publications. Previous affiliations of Moshe Eisenberger include National University of Singapore & Carnegie Mellon University.
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Papers
Exact vibration analysis of variable thickness thick annular isotropic and FGM plates
Elia Efraim,Moshe Eisenberger +1 more
TL;DR: In this paper, the effect of shear deformations using the first-order shear deformation theory is derived and solved exactly for various combinations of boundary conditions by using the exact element method.
334
Beam Bending Solutions Based on Nonlocal Timoshenko Beam Theory
Chien Ming Wang,Sritawat Kitipornchai,Sritawat Kitipornchai,C.W. Lim,C.W. Lim,Moshe Eisenberger,Moshe Eisenberger +6 more
TL;DR: In this article, the bending problem of micro-and nanobeams based on the Eringen nonlocal elasticity theory and Timoshenko beam theory is considered and the governing equations and the boundary conditions are derived using the principle of virtual work.
193
Stability and vibration of shear deformable plates: first order and higher order analyses
Igor Shufrin,Moshe Eisenberger +1 more
TL;DR: In this article, the authors presented the highly accurate numerical calculation of the natural frequencies and buckling loads for thick elastic rectangular plates with various combinations of boundary conditions. But the results obtained by both shear deformation theories are compared with those obtained by the classical thin plate's theory and with published results.
152
Vibration analysis of variable thickness plates and shells by the Generalized Differential Quadrature method
TL;DR: In this paper, the free vibration analysis of several laminated composite doubly-curved shells is performed using the Generalized Differential Quadrature (GDQ) method, which has proven to be an accurate, stable and reliable numerical tool.
118
Dynamic stiffness analysis of laminated beams using a first order shear deformation theory
TL;DR: In this article, the exact vibration frequencies of generally laminated beams are found using a new method, including the effect of rotary inertia and shear deformations. But this method is not suitable for rigid structures.
101