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Mostrando ítems 1-5 de 5
Ponencia
A hybrid UKF-MGA algorithm for finite element model updating of historical constructions
(2019)
The finite element model (FE) updating is a calibration method that allows minimizing the discrepancies between the numerical and experimental modal parameters. As result, a more accurate FE model is obtained and the ...
Ponencia
Self-control of a lively footbridge under pedestrian flow
(Víctor Compán Cardiel [etc.], 2015)
In this paper, a case study about a lively footbridge is developed; the vibration levels caused by the pedestrian action are controlled by the change of the modal parameters of the structure due to the pedestrian-structure ...
Ponencia
Estimating robust optimum parameters of tuned mass dampers using multiobjective genetic algorithms
(Víctor Compán Cardiel [etc.], 2015)
Tuned mass dampers (TMD) are a well-known control device widely used to control the vibratory problem originated by the pedestrian action on footbridges. The main purpose of this study is the robust multi-objective ...
Ponencia
Predicción de la estabilidad estructural mediante Análisis Modal Operacional. Teatro Romano de Cádiz
(2013)
El presente artículo expone la caracterización dinámica de un grupo de edificios situados sobre el Teatro Romano de Cádiz a través de pruebas de vibración ambiental. Con los datos obtenidos de estas pruebas se calibraron ...
Artículo
Robust improvement of the finite-element-model updating of historical constructions via a new combinative computational algorithm
(Elsevier, 2024-04)
Finite-element-models are usually employed to simulate the behaviour of historical constructions. However, despite the high complexity of these numerical models, there are always discrepancies between the actual behaviour ...