关注
Leandro Fadel Miguel
Leandro Fadel Miguel
在 ufsc.br 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
Shape and size optimization of truss structures considering dynamic constraints through modern metaheuristic algorithms
LFF Miguel, LFF Miguel
Expert Systems with Applications 39 (10), 9458-9467, 2012
2522012
Multimodal size, shape, and topology optimisation of truss structures using the Firefly algorithm
LFF Miguel, RH Lopez, LFF Miguel
Advances in Engineering Software 56, 23-37, 2013
2422013
Search group algorithm: a new metaheuristic method for the optimization of truss structures
MS Gonçalves, RH Lopez, LFF Miguel
Computers & Structures 153, 165-184, 2015
2202015
Robust design optimization of TMDs in vehicle–bridge coupled vibration problems
LFF Miguel, RH Lopez, AJ Torii, LFF Miguel, AT Beck
Engineering Structures 126, 703-711, 2016
942016
Simultaneous optimization of force and placement of friction dampers under seismic loading
LFF Miguel, LFF Miguel, RH Lopez
Engineering Optimization 48 (4), 582-602, 2016
762016
A procedure for the size, shape and topology optimization of transmission line tower structures
RR de Souza, LFF Miguel, RH Lopez, LFF Miguel, AJ Torii
Engineering Structures 111, 162-184, 2016
762016
A novel approach to the optimum design of MTMDs under seismic excitations
LF Fadel Miguel, RH Lopez, LFF Miguel, AJ Torii
Structural Control and Health Monitoring 23 (11), 1290-1313, 2016
712016
A comparison between robust and risk-based optimization under uncertainty
AT Beck, WJS Gomes, RH Lopez, LFF Miguel
Structural and Multidisciplinary Optimization 52, 479-492, 2015
702015
Damage detection under ambient vibration by harmony search algorithm
LFF Miguel, LFF Miguel, J Kaminski Jr, JD Riera
Expert Systems with Applications 39 (10), 9704-9714, 2012
682012
Robust design optimization of friction dampers for structural response control
LFF Miguel, LFF Miguel, RH Lopez
Structural Control and Health Monitoring 21 (9), 1240-1251, 2014
662014
Robust optimum design of multiple tuned mass dampers for vibration control in buildings subjected to seismic excitation
LS Vellar, SP Ontiveros-Pérez, LFF Miguel, LF Fadel Miguel
Shock and Vibration 2019 (1), 9273714, 2019
622019
An efficient approach for the optimization of simply supported steel-concrete composite I-girder bridges
RL Pedro, J Demarche, LFF Miguel, RH Lopez
Advances in Engineering Software 112, 31-45, 2017
602017
A firefly algorithm for the design of force and placement of friction dampers for control of man-induced vibrations in footbridges
LFF Miguel, LF Fadel Miguel, RH Lopez
Optimization and Engineering 16, 633-661, 2015
602015
Advantages of employing a full characterization method over FORM in the reliability analysis of laminated composite plates
RH Lopez, LFF Miguel, IM Belo, JES Cursi
Composite Structures 107, 635-642, 2014
572014
A general RBDO decoupling approach for different reliability analysis methods
AJ Torii, RH Lopez, LF F. Miguel
Structural and Multidisciplinary Optimization 54, 317-332, 2016
552016
Failure probability minimization of buildings through passive friction dampers
LFF Miguel, LFF Miguel, RH Lopez
The Structural Design of Tall and Special Buildings 25 (17), 869-885, 2016
432016
Modeling of global and local stability in optimization of truss-like structures using frame elements
AJ Torii, RH Lopez, LFF Miguel
Structural and Multidisciplinary Optimization 51, 1187-1198, 2015
432015
An improved hybrid optimization algorithm for vibration based-damage detection
IA Nhamage, RH Lopez, LFF Miguel
Advances in Engineering Software 93, 47-64, 2016
392016
A hybrid approach for damage detection of structures under operational conditions
LFF Miguel, RH Lopez, LFF Miguel
Journal of Sound and Vibration 332 (18), 4241-4260, 2013
392013
Overcoming the drawbacks of the FORM using a full characterization method
RH Lopez, AJ Torii, LFF Miguel, JES Cursi
Structural Safety 54, 57-63, 2015
372015
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