Álvaro Magdaleno
TitleCited byYear
Structures vibration control via tuned mass dampers using a co-evolution coral reefs optimization algorithm
S Salcedo-Sanz, C Camacho-Gómez, A Magdaleno, E Pereira, ...
Journal of Sound and Vibration 393, 62-75, 2017
142017
INPUT/OUTPUT VERSUS OUTPUT ONLY MODAL ANA-LYSIS OF A STRESS-RIBBON FOOTBRIDGE
J Cara, A Magdaleno, A Lorenzana
IOMAC 2017–7th Int. Oper. Modal Anal. Conf., 2017
12017
A transmissibility-based procedure to estimate the modal properties of an on-board tuned mass damper
A Magdaleno, A Lorenzana
Mechanical Systems and Signal Processing 135, 106378, 2020
2020
Ad-hoc vibration monitoring system for a stress-ribbon footbridge: from design to operation
N Iban, JM Soria, A Magdaleno, C Casado, IM Diaz, A Lorenzana
Smart Structures and Systems 22 (1), 13-25, 2018
2018
A new procedure based on time domain indicators for optimal TMD tuning on footbridges
A Magdaleno, N Ibán, M Cacho-Pérez, FJ Cara, IM Díaz, A Lorenzana, ...
Procedia engineering 199, 2850-2855, 2017
2017
Serviceability conditions of pedestrian structures using a simplified moving mass model
Á Magdaleno, M Cacho-Pérez, J Castaño, N Ibán, IM Díaz, A Lorenzana
3rd International Conference on Mechanical Models in Structural Engineering …, 2015
2015
Proposal and comparison of different optimal tuning criteria for TMDs
A Magdaleno, J Fernández, JM García-Terán, M Cacho-Pérez, ...
Simulation of the response of a lively footbridge under pedestrian loading with two tuned mass dampers for its two first modes (2.1 Hz and 2.5 Hz)
N Ibán, J Castaño, Á Magdaleno, M Cacho, A Fraile, A Lorenzana
technology 7, 9, 0
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Articles 1–8