امین قنادی اصل

مرتبه علمی: دانشیار
دانشکده فنی و مهندسی
گروه مهندسی عمران
شماره تماس: 5715 5103 (45) 98+
ایمیل: aghannadiasl@uma.ac.ir
ORCID: https://orcid.org/0000-0003-2669-2319
2008200920102011201220132014201520162017201820192020202120222023202420252351712192021313359545276
AllSince 2020
Citations401307
h-index119
i10-index149



تحصیلات

ديپلم :

رشته : ریاضی و فیزیک                                                                                محل تحصيل: دبیرستان نمونه دولتی شیخ مفید - اردبیل  

 مدت تحصيل: از مهر سال 1374 تا خرداد سال 1377 ( به مدت 6 نیمسال )              معدل کل : 96/17     

پيش دانشگاهي :

رشته : ریاضی و فیزیک                                                                                محل تحصيل: مركز پیش دانشگاهی شهید مدرس - اردبیل  

مدت تحصيل: از مهر سال 1377 تا خرداد سال 1378 ( به مدت 2 نیمسال )                معدل کل : 28/18                                                 

كارشناسي :

رشته : مهندسی عمران – عمران                                                                     محل تحصيل: دانشكده فنی - دانشگاه محقق اردبیلی   

 مدت تحصيل: از مهر سال 1378 تا شهریور سال 1381 ( به مدت 6 نیمسال )            معدل کل : 23/17

كارشناسي ارشد :  

رشته : مهندسی عمران - سازه                                                                       محل تحصيل: دانشكده فني - دانشگاه تهران 

 مدت تحصيل: از  مهر سال 1382  تا شهریور سال 1385 ( به مدت 6 نیمسال )          معدل کل : 25/16  

عنوان پایان نامه کارشناسی ارشد: تحلیل صفحات ضخیم به روش مرزی ترفتز               نمره پایان نامه : 20

دکتری :  

رشته : مهندسی عمران – سازه و زلزله                                                             محل تحصيل: دانشكده مهندسی عمران - دانشگاه صنعتی شریف 

 مدت تحصيل: از  مهر سال 1388 تا 1393                                                      معدل کل : 07/18  



افتخارات

عضویت در انجمن های علمی

زمینه های تحقیقاتی

دینامیک سازه

مکانیک سازه و طراحی

کنترل سازه

مکانیک محاسباتی

جرم متحرک

بهینه سازی و هوش مصنوعی

مقالات انگلیسی

85 - S Ghaemifard, A Ghannadiasl,Design and Analysis of Offshore Wind Turbines: Problem Formulation and Optimization Techniques,2024
84 - A Ghannadiasl, S Ghaemifard,Meta-heuristic algorithms: an appropriate approach in crack detection,2024
83 - S Ghaemifard, H Khosravi, F Farash Bamoharram, A Ghannadiasl,Self-healing Concrete Using Microcapsules Containing Mineral Salts,2024
82 - S Ghaemifard, A Ghannadiasl,A Comparison of Metaheuristic Algorithms for Structural Optimization: Performance and Efficiency Analysis,2024
81 - A Lamei Javan, A Ghannadiasl, M Parvaresh,Evaluation of the seismic performance of tall steel frames with semi-rigid connections with zipper bracing system under near-fault earthquakes,2023
80 - AG Mohammad Babaei, Yaghoub Mohammadi,Determining the Frequency of Pyramidal Buildings with Tube-In-Tube and Bundled Tube Structures by Analytical Method,2023
79 - S Ghaemifard, A Ghannadiasl,Optimization approaches for structural control,2023
78 - A Ghannadiasl, M Mofid,Sensitivity analysis of vibration response of timoshenko beam to mass ratio and velocity of moving mass and boundary conditions: Semi-analytical approach,2023
77 - A Ghannadiasl, S Ghaemifard,An overview of damage and crack detection in structures using metaheuristic algorithms and artificial neural networks,2023
76 - A Ghannadiasl, H Rezaei Dolagh,Vibration Response of Timoshenko Beam‐Foundation Interaction Model under Accelerated Moving Load,2022
75 - A Ghannadiasl, M Zarbilinezhad,CGO and SNS Optimization Algorithm for the Structures with Discontinuous and Continuous Variables,2022
74 - A Ghannadiasl, S Khodapanah Ajirlou,Dynamic analysis of multiple cracked Timoshenko beam under moving load–analytical method,2022
73 - A Ghannadiasl, S Ghaemifard,Crack detection of the cantilever beam using new triple hybrid algorithms based on Particle Swarm Optimization,2022
72 - A Ghannadiasl, S Mortazavi, H Rezaei Dolagh,Sensitivity of Progressive Collapse of MRF to Redundancy Factor,2022
71 - A Ghannadiasl, HR Dolagh,Research Article Vibration Response of Timoshenko Beam-Foundation Interaction Model under Accelerated Moving Load,2022
70 - A Ghannadiasl, Z Abbaszadeh, MP Kamrani,Seismic Performance of Eccentrically Braced Frame with Steel Shear Panel and Optimum Rotational Friction Damper at Different Seismic Levels,2022
69 - Y Mohammadi, M Babaei, A Ghannadiasl,New method of estimating natural frequency of tall pyramidal buildings for tube-in-tube and tube with shear wall systems,2021
68 - A Ghannadiasl,Quintic B-spline collocation method for numerical solution of free vibration of tapered Euler-Bernoulli beam on variable Winkler foundation,2021
67 - A Zamiri, A Borhanifar, A Ghannadiasl,Laguerre collocation method for solving Lane-Emden type equations,2021
66 - M Babaei, Y Mohammadi, A Ghannadiasl,Free Vibration and Frequency Calculation in Tall Buildings with Stepped Tube-in-Tube Systems,2021
65 - A Ghannadiasl, M Eisazadeh,Investigating seismic performance of steel frame structures using piston damper with semi-circular plates,2021
64 - M Babaei, Y Mohammadi, A Ghannadiasl,Calculation of vibration period of tall pyramidal buildings structures with tube systems, tube-in-tube, bundled tube and hybrid tube systems with shear wall,2021
63 - M Babaeia, Y Mohammadi, A Ghannadiasl,Dynamic Analysis of Tapered Tall Buildings with Different Tube Structural Systems,2021
62 - M Babaei, Y Mohammadi, A Ghannadiasl,Selecting Optimal Dimensions of Internal Tube in Tube-in-Tube Structural Systems Based on Structural Parameters,2021
61 - A Ghannadiasl, H Esrafili, HR Shokrgozar,Seismic performance of concentrically steel braced frames with eccentric gusset plates,2020
60 - A Ghannadiasl, H Rezaei Dolagh,The assessment of soil depth sensitivity to dynamic behavior of the Euler-Bernoulli beam under accelerated moving load,2020
59 - A Ghannadiasl, H Rezaei Dolagh,Sensitivity Analysis of Vibration Response of Railway Structures to Velocity of Moving Load and Various Depth of Elastic Foundation,2020
58 - A Ghannadiasl, A Zamiri, A Borhanifar,Free vibrations of non-uniform beams on a non-uniform Winkler foundation using the Laguerre collocation method,2020
57 - A Ghannadiasl,Natural frequencies of the elastically end restrained non-uniform Timoshenko beam using the power series method,2019
56 - A Ghannadiasl, S Khodapanah Ajirlou,Forced vibration of multi-span cracked Euler–Bernoulli beams using dynamic Green function formulation,2019
55 - A Ghannadiasl, S Mortazavi,Assessment of the Effect of Redundancy Factor for Seismic Performance of Moment Resisting Reinforced Concrete Buildings,2019
54 - A Ghannadiasl, A Gharibi Asl,Optimization of consumed steel, opening height and location in RC beams by genetic algorithms,2019
53 - H Rahman Shokrgozar, A Ghannadiasl, H Omidi,Concrete Filled Double Steel Plate Shear Wall Response Modification Factor,2019
52 - N Esazadeh, A Ghannadiasl,Investigating of Behavior of Compoite Beams Will Long Leagth Large Under Dynamic Loading with Abaqus,2018
51 - A Ghannadiasl, S Khodapanah Ajirlou,Dynamic response of multi-cracked beams resting on elastic foundation,2018
50 - A Ghannadiasl, S Khodapanah Ajirlou,Analytical solution of dynamic analysis of cracked Euler–Bernoulli beam with elastic boundary condition by GFM,2018
49 - A Ghannadiasl, M Zare Golmogany,Analysis of Euler-Bernoulli Beams with Arbitrary Boundary Conditions on Winkler Foundation Using a B-Spline Collocation Method,2017
48 - A Ghannadiasl,Analytical study of dynamic response of railway on partial elastic foundation under travelling accelerating concentrated load,2017
47 - A Ghannadiasl, S Mortazavi,Assessment of bending solution of beam with arbitrary boundary conditions: an accurate comparison of various approaches,2017
46 - A Ghannadiasl,RESPONSE OF CRACKED BEAM USING DYNAMIC GREEN FUNCTION,2017
45 - A Ghannadiasl, A Noorzad,Bending Solution for Simply Supported Annular Plates by Indirect Trefftz Boundary Method,2016
44 - A Ghannadiasl, M Mofid,Free Vibration Analysis of General Stepped Circular Plates with Internal Elastic Ring Support Resting on Winkler Foundation by Green Function Method,2016
43 - D Roshandel, M Mofid, A Ghannadiasl,Modal Analysis of the Dynamic Response of Timoshenko Beam under Moving Mass,2015
42 - D Roshandel, M Mofid, A Ghannadiasl,Dynamic response of a non-uniform Timoshenko beam, subjected to moving mass,2015
41 - A Ghannadiasl, M Mofid,An analytical solution for free vibration of elastically restrained Timoshenko beam on an arbitrary variable Winkler foundation and under axial load,2015
40 - A Ghannadiasl,Analytical Solution of Insulating Wall Paint to Energy Savings on Space Conditioning in a Room,2015
39 - A Ghannadiasl,Partial Winkler Foundation Effects on the Natural Frequency of the Uniform Timoshenko Beam,2015
38 - A Ghannadiasl,Natural frequency analysis of beam on Pasternak elastic foundation with Variable subgrade Coefficient,2015
37 - A Ghannadiasl, A Fasihi,Evaluation of the Behaviour of the Steel Shear Walls with Holes in 2D Frame on Soil Profile Type II,2015
36 - A Ghannadiasl, H Esrafili,Evalution of the effect of the out of plane eccentric connection plate in Concentrically Braced Frames (In Persian),2015
35 - A Ghannadiasl,Analysis of free vibration of Timoshenko beam-soil structure,2015
34 - S Ebadi, A Ghannadiasl,Calculating technical efficiency scores using DEA,2015
33 - A Ghannadiasl, S Ebadi,Optimization of thickness of finite rectangular plate with circular holes and different boundary condition to minimize weight structure using ESO method,2015
32 - A Ghannadiasl, S Ebadi,Optimization of hole size and location to maximize the structural strength of concrete beams without additional reinforcement in opening region,2015
31 - A Ghannadiasl, M Mofid,Closed‐form Solution for Free Longitudinal Vibration of Nonuniform Timoshenko Beam,2014
30 - A Ghannadiasl, SS Younesi, S Ebrahimzadeh,Minimize the Thickness of Thin Plate Structures using Evolutionary Structural Optimization method,2014
29 - A Ghannadiasl, F Salehi-Ali, N Shahbazi,Evaluation of the effectiveness of the Superplasticizer on the strength properties of concrete in cold weather - Case Study (in Persian),2014
28 - A Ghannadiasl, SS Younesi, N Taghizadieh,Optimization of Support Conditions to Minimize the Weight of Plate Structures,2014
27 - A Ghannadiasl, D Sebatiazar,the performance of the multi-layered expanded polystyrene facades based on Structural characteristics and thermal insulation (in Persian),2014
26 - A Ghannadiasl, F Salehi-Ali, H Habibi,The building Technical certificate, its reasons and requirements (in Persian),2014
25 - A Ghannadiasl, M Mofid,Dynamic Green Function for Response of Timoshenko Beam with Arbitrary Boundary Conditions,2014
24 - AL Javan, A Gholizade, A Ghannadiasl,Production of artificial earthquake records for the near-fault motions using wavelet (in Persian),2013
23 - M Safavian, M Rezaei, A Ghannadiasl, N Fathololoumi,Evaluation of construction diversion culverts on alluvial bed in embankment Gardane dam,2013
22 - AL Javan, A Gholizade, A Ghannadiasl,Simulation of near-fault motions using wavelet analysis (in Persian),2013
21 - M Madadzadeh, h. Imani, afshin pourtaghi, A Ghannadiasl,Comparison of displacement obtained by Response Spectra Analysis and Time-History Analysis for the conventional and irregular buildings (in Persian),2013
20 - A Ghannadiasl,TMD technology in the design of earthquake-resistant structures (in Persian),2012
19 - A Ghannadiasl,Application of Indirect Trefftz Boundary Method in Solving the Helmholtz Equation in 2D Finite Domain,2011
18 - A Ghannadiasl,A Wavelet - Galerkin Boundary Element Method for the 2D Helmholtz Problem,2011
17 - A Ghannadiasl, A Noorzad,Free vibration of thin circular Plates by the indirect Trefftz Method,2009
16 - A Ghannadiasl, A Noorzad,Free vibration analysis of thin circular plates by the indirect Trefftz method,2009
15 - SM Zahraei, A Ghannadiasl,Seismic performance of TMDs in improving the response of MRF buildings,2008
14 - A Ghannadiasl, A Darabadi-Zare,An Investigation on Overall Seismic Response of the Guyed Masts,2007
13 - A Ghannadiasl, A Noorzad,Exact Mixed-Kirchhoff Solutions for the Bending Analysis of Axisymmetric Reissner Plates,2007
12 - A Ghannadiasl, SM Zahrai,Effect of Story Numbers of Multi Story Buildings on Seismic Performance of TMDs,2007
11 - A Ghannadiasl, A Noorzad,T-complete Functions for Thin and Thick Plates Bending Problems’ Analysis,2007
10 - A Ghannadi-Asl, A Noorzad,Direct Trefftz Boundary Method Applied to Bending Problems’ Analysis in Arbitrary Plan Form of Thick Plate,2006
9 - A Ghannadi-Asl, A Noorzad,Application of the Boundary-Type Scheme Based on Indirect Trefftz Formulation in Analysis of Thick Circular Plate Bending Problems,2006
8 - A Ghannadiasl, A Noorzad,Trefftz Boundary Method for Thick Plate Bending Problems,2006
7 - SM Zahrai, A Ghannadiasl,Effectiveness of Tuned Mass Dampers in Mitigating Seismic Vibration of Multi – Story Buildings,2006
6 - SM Zahrai, A Ghannadiasl,Seismic Response Reduction of Tall Buildings Using Tuned Mass Dampers,2005
5 - A Ghannadiasl,Deflection of Columns under Lateral Load and Axial Load greater than Pcr (in Persian),2003
4 - A Ghannadiasl,Static Analysis of Cable Elements and Systems (in Persian),2003
3 - A Ghannadiasl,Slip forming (in Persian),2002
2 - AL Javan, A Ghannadiasl, M Parvaresh,Evaluation of the seismic performance of tall steel frames with semi-rigid connections with zipper bracing system under near-fault earthquakes
1 - M Babaei, Y Mohammadi, A Ghannadiasl,EXTENDED ABSTRACTS Determining the Frequency of Pyramidal Buildings with Tube-In-Tube and Bundled Tube Structures by Analytical Method

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