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Letícia Fleck Fadel Miguel
Letícia Fleck Fadel Miguel
Professor of Engineering, Federal University of Rio Grande do Sul (UFRGS)
Verified email at ufrgs.br - Homepage
Title
Cited by
Cited by
Year
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
2062012
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
2042013
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
692016
Dynamic fracture analysis of concrete or rock plates by means of the Discrete Element Method
I Iturrioz, LFF Miguel, JD Riera
Latin American journal of solids and structures 6 (3), 229Â 245-229Â 245, 2009
652009
Influence of size on the constitutive equations of concrete or rock dowels
LFF Miguel, JD Riera, I Iturrioz
International Journal for Numerical and Analytical Methods in Geomechanics …, 2008
622008
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
602012
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
572016
Size effects and mesh independence in dynamic fracture analysis of brittle materials
LF Fadel Miguel, I Iturrioz, J Daniel Riera
Computer Modeling in Engineering and Sciences (CMES) 56 (1), 1, 2010
542010
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
532016
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
532014
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
502016
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 (3), 633-661, 2015
432015
Model uncertainty in the assessment of transmission line towers subjected to cable rupture
J Kaminski Jr, JD Riera, RCR de Menezes, LFF Miguel
Engineering Structures 30 (10), 2935-2944, 2008
422008
Multi-objective optimization of the suspension system parameters of a full vehicle model
GG Fossati, LFF Miguel, WJP Casas
Optimization and Engineering 20 (1), 151-177, 2019
372019
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
342013
Strength of brittle materials under high strain rates in DEM simulations
JD Riera, LFF Miguel, I Iturrioz
Computer Modeling in Engineering & Sciences(CMES) 82 (2), 113-136, 2011
332011
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, 2019
302019
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
302016
Reliability-based optimum design of passive friction dampers in buildings in seismic regions
SP Ontiveros-Pérez, LFF Miguel, JD Riera
Engineering Structures 190, 276-284, 2019
282019
Methodology for the simultaneous optimization of location and parameters of friction dampers in the frequency domain
LFF Miguel, LFF Miguel, RH Lopez
Engineering Optimization 50 (12), 2108-2122, 2018
232018
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