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CGO and SNS Optimization Algorithm for the Structures with Discontinuous and Continuous Variables

Computational intelligence and neuroscience, 2022-12, Vol.2022, p.4211707-19

2022

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Dynamic analysis of multiple cracked Timoshenko beam under moving load–analytical method

Journal of vibration and control, 2022-02, Vol.28 (3-4), p.379-395

2022

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A Comparison of Metaheuristic Algorithms for Structural Optimization: Performance and Efficiency Analysis

Advances in Civil Engineering, 2024-08, Vol.2024 (1)

2024

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Vibration Response of Timoshenko Beam-Foundation Interaction Model under Accelerated Moving Load

Mathematical problems in engineering, 2022-08, Vol.2022, p.1-10

2022

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Sensitivity analysis of vibration response of timoshenko beam to mass ratio and velocity of moving mass and boundary conditions: Semi-analytical approach

Forces in mechanics, 2023-05, Vol.11, p.100205, Article 100205

2023

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Crack detection of the cantilever beam using new triple hybrid algorithms based on Particle Swarm Optimization

Frontiers of Structural and Civil Engineering, 2022, Vol.16 (9), p.1127-1140

2022

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Calculation of Vibration Period of Tall Pyramidal Buildings Structures with Tube Systems, Tube-In-Tube, Bundled Tube and Hybrid Tube Systems with Shear Wall

Iranian journal of science and technology. Transactions of civil engineering, 2022-04, Vol.46 (2), p.1265-1279

2022

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Free vibrations of non-uniform beams on a non-uniform Winkler foundation using the Laguerre collocation method

Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2020-05, Vol.42 (5), Article 242

2020

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Dynamic Analysis of Tapered Tall Buildings with Different Tube Structural Systems

Journal of rehabilitation in civil engineering, 2021-11, Vol.9 (4), p.37-61

2021

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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

Latin American journal of solids and structures, 2015, Vol.12 (13), p.2417-2438

2015

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Natural frequencies of the elastically end restrained non-uniform Timoshenko beam using the power series method

Mechanics based design of structures and machines, 2019-03, Vol.47 (2), p.201-214

Ghannadiasl, Amin

2019

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Design and Analysis of Offshore Wind Turbines: Problem Formulation and Optimization Techniques

Journal of marine science and application, 2024-07

2024

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Usages of metaheuristic algorithms in investigating civil infrastructure optimization models; a review

AI in civil engineering, 2024-12, Vol.3 (1), Article 17

2024

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Meta-heuristic algorithms: an appropriate approach in crack detection

Innovative infrastructure solutions : the official journal of the Soil-Structure Interaction Group in Egypt (SSIGE), 2024-07, Vol.9 (7), Article 263

2024

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Dynamic Green Function for Response of Timoshenko Beam with Arbitrary Boundary Conditions

Mechanics based design of structures and machines, 2014-01, Vol.42 (1), p.97-110

2014

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Free vibration analysis of general stepped circular plates with internal elastic ring support resting on Winkler foundation by green function method

Mechanics based design of structures and machines, 2016-07, Vol.44 (3), p.212-230

2016

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Quintic B-spline collocation method for numerical solution of free vibration of tapered Euler-Bernoulli beam on variable Winkler foundation

Journal of Mechanical Engineering and Sciences, 2021-06, Vol.15 (2), p.8193-8204

Ghannadiasl, Amin

2021

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Forced vibration of multi-span cracked Euler–Bernoulli beams using dynamic Green function formulation

Applied acoustics, 2019-05, Vol.148, p.484-494

2019

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Free Vibration and Frequency Calculation in Tall Buildings with Stepped Tube-in-Tube Systems

International journal of acoustics and vibration, 2021-06, Vol.26 (2), p.140-146

2021

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Analytical Solution of Dynamic Analysis of Cracked Euler–Bernoulli Beam with Elastic Boundary Condition By G.F.M

Romanian Journal of Acoustics and Vibration, 2018-01, Vol.15 (2), p.100-107

2018

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Dynamic response of a non-uniform Timoshenko beam, subjected to moving mass

Proceedings of the Institution of Mechanical Engineers. Part C, Journal of mechanical engineering science, 2015-10, Vol.229 (14), p.2499-2513

2015

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Sensitivity of Progressive Collapse of MRF to Redundancy Factor

Romanian Journal of Acoustics and Vibration, 2022-01, Vol.19 (1), p.17-24

2022

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Bending Solution for Simply Supported Annular Plates Using the Indirect Trefftz Boundary Method

Civil engineering infrastructures journal, 2016-06, Vol.49 (1), p.127-138

2016

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Evaluation of the seismic performance of tall steel frames with semi-rigid connections with zipper bracing system under near-fault earthquakes

Numerical Methods in Civil Engineering, 2023-09, Vol.8 (1), p.35-44

2023

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The assessment of soil depth sensitivity to dynamic behavior of the Euler-Bernoulli beam under accelerated moving load

Challenge Journal of Structural Mechanics, 2020-06, Vol.6 (2), p.84

2020

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CGO and SNS Optimization Algorithm for the Structures with Discontinuous and Continuous Variables

Dynamic analysis of multiple cracked Timoshenko beam under moving load–analytical method

A Comparison of Metaheuristic Algorithms for Structural Optimization: Performance and Efficiency Analysis

Vibration Response of Timoshenko Beam-Foundation Interaction Model under Accelerated Moving Load

Sensitivity analysis of vibration response of timoshenko beam to mass ratio and velocity of moving mass and boundary conditions: Semi-analytical approach

Crack detection of the cantilever beam using new triple hybrid algorithms based on Particle Swarm Optimization

Calculation of Vibration Period of Tall Pyramidal Buildings Structures with Tube Systems, Tube-In-Tube, Bundled Tube and Hybrid Tube Systems with Shear Wall

Free vibrations of non-uniform beams on a non-uniform Winkler foundation using the Laguerre collocation method

Dynamic Analysis of Tapered Tall Buildings with Different Tube Structural Systems

An Analytical Solution for Free Vibration of Elastically Restrained Timoshenko Beam on an Arbitrary Variable Winkler Foundation and Under Axial Load

Natural frequencies of the elastically end restrained non-uniform Timoshenko beam using the power series method

Design and Analysis of Offshore Wind Turbines: Problem Formulation and Optimization Techniques

Usages of metaheuristic algorithms in investigating civil infrastructure optimization models; a review

Meta-heuristic algorithms: an appropriate approach in crack detection

Dynamic Green Function for Response of Timoshenko Beam with Arbitrary Boundary Conditions

Free vibration analysis of general stepped circular plates with internal elastic ring support resting on Winkler foundation by green function method

Quintic B-spline collocation method for numerical solution of free vibration of tapered Euler-Bernoulli beam on variable Winkler foundation

Forced vibration of multi-span cracked Euler–Bernoulli beams using dynamic Green function formulation

Free Vibration and Frequency Calculation in Tall Buildings with Stepped Tube-in-Tube Systems

Analytical Solution of Dynamic Analysis of Cracked Euler–Bernoulli Beam with Elastic Boundary Condition By G.F.M

Dynamic response of a non-uniform Timoshenko beam, subjected to moving mass

Sensitivity of Progressive Collapse of MRF to Redundancy Factor

Bending Solution for Simply Supported Annular Plates Using the Indirect Trefftz Boundary Method

Evaluation of the seismic performance of tall steel frames with semi-rigid connections with zipper bracing system under near-fault earthquakes

The assessment of soil depth sensitivity to dynamic behavior of the Euler-Bernoulli beam under accelerated moving load

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