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Amin Ghannadiasl
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An analytical solution for free vibration of elastically restrained Timoshenko beam on an arbitrary variable Winkler foundation and under axial load
A Ghannadiasl, M Mofid
Latin American Journal of Solids and Structures, an ABCM Journal 12 (13 …, 2015
402015
Dynamic Green Function for Response of Timoshenko Beam with Arbitrary Boundary Conditions
A Ghannadiasl, M Mofid
Mechanics Based Design of Structures and Machines 42 (1), 97-110, 2014
392014
Forced vibration of multi-span cracked Euler–Bernoulli beams using dynamic Green function formulation
A Ghannadiasl, S Khodapanah Ajirlou
Applied Acoustics 148, 484-494, 2019
322019
Seismic performance of TMDs in improving the response of MRF buildings
SM Zahraei, A Ghannadiasl
Scientia Iranica 15 (1), 21-33, 2008
262008
Modal Analysis of the Dynamic Response of Timoshenko Beam under Moving Mass
D Roshandel, M Mofid, A Ghannadiasl
Scientia Iranica 22 (2), 331-344, 2015
192015
Dynamic analysis of multiple cracked Timoshenko beam under moving load–analytical method
A Ghannadiasl, S Khodapanah Ajirlou
Journal of Vibration and Control 28 (3-4), 379-395, 2022
182022
Free Vibration Analysis of General Stepped Circular Plates with Internal Elastic Ring Support Resting on Winkler Foundation by Green Function Method
A Ghannadiasl, M Mofid
Mechanics Based Design of Structures and Machines 44 (3), 212-230, 2016
172016
Dynamic response of a non-uniform Timoshenko beam, subjected to moving mass
D Roshandel, M Mofid, A Ghannadiasl
Proceedings of the Institution of Mechanical Engineers, Part C: Journal of …, 2015
162015
Analytical study of dynamic response of railway on partial elastic foundation under travelling accelerating concentrated load
A Ghannadiasl
International Journal of Transportation Engineering 4 (4), 317-334, 2017
112017
Free vibrations of non-uniform beams on a non-uniform Winkler foundation using the Laguerre collocation method
A Ghannadiasl, A Zamiri, A Borhanifar
Journal of the Brazilian Society of Mechanical Sciences and Engineering 42, 1-12, 2020
102020
Natural frequencies of the elastically end restrained non-uniform Timoshenko beam using the power series method
A Ghannadiasl
Mechanics Based Design of Structures and Machines, 1-14, 2019
102019
Dynamic response of multi-cracked beams resting on elastic foundation
A Ghannadiasl, S Khodapanah Ajirlou
International Journal of Engineering 31 (11), 1830-1837, 2018
102018
Crack detection of the cantilever beam using new triple hybrid algorithms based on Particle Swarm Optimization
A Ghannadiasl, S Ghaemifard
Frontiers of Structural and Civil Engineering 16 (9), 1127-1140, 2022
92022
Analysis of Euler-Bernoulli Beams with Arbitrary Boundary Conditions on Winkler Foundation Using a B-Spline Collocation Method
A Ghannadiasl, M Zare Golmogany
Engineering Transactions, 2017
92017
Analytical solution of dynamic analysis of cracked Euler–Bernoulli beam with elastic boundary condition by GFM
A Ghannadiasl, S Khodapanah Ajirlou
Romanian Journal of Acoustics and Vibration 15 (2), 100-107, 2018
82018
Laguerre collocation method for solving Lane-Emden type equations
A Zamiri, A Borhanifar, A Ghannadiasl
Computational Methods for Differential Equations 9 (4), 1176-1197, 2021
42021
Sensitivity Analysis of Vibration Response of Railway Structures to Velocity of Moving Load and Various Depth of Elastic Foundation
A Ghannadiasl, H Rezaei Dolagh
International Journal of Engineering 33 (3), 401-409, 2020
42020
Bending Solution for Simply Supported Annular Plates by Indirect Trefftz Boundary Method
A Ghannadiasl, A Noorzad
Civil Engineering Infrastructures Journal 49 (1), 127-138, 2016
42016
Meta-heuristic algorithms: an appropriate approach in crack detection
A Ghannadiasl, S Ghaemifard
Innovative Infrastructure Solutions 9 (7), 263, 2024
32024
Sensitivity analysis of vibration response of timoshenko beam to mass ratio and velocity of moving mass and boundary conditions: Semi-analytical approach
A Ghannadiasl, M Mofid
Forces in Mechanics 11, 100205, 2023
32023
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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