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Mostrando ítems 1-9 de 9
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
Model updating of a historical building by using ambient vibration tests : Chapel of the Würzburg Residence (Germany)
(Víctor Compán Cardiel [etc.], 2015)
One of the first difficulties that can be detected in finite element models of historical buildings is the high level of uncertainty associated with many factors affecting the actual behaviour of the structure. Often the ...
Ponencia
Application of operational modal analysis method in the Monastery of San Jeronimo (Seville, Spain)
(2014)
The use of Operational Modal Analysis is establishing as an acceptable tool for the update of numerical models. Through its application, mechanical properties of structural elements, as stiffness or mass, can be obtained ...
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
Ambient vibration testing, dynamic identification, and model updating of a cultural heritage building. The church of the Royal Monastery of San Jerónimo (Granada, Spain)
(2022)
El análisis y la evaluación de la integridad estructural del patrimonio arquitectónico de las ciudades modernas es actualmente un elemento clave para su correcta conservación. Es bien sabido que una de las principales ...
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
Análisis estructural del monasterio de San Jerónimo de Buenavista. Sevilla
(2014)
El monasterio de San Jerónimo de Buenavista en Sevilla fue construido en 1414. Desde entonces ha sufrido grandes daños, manteniéndose en la actualidad solamente el claustro principal. Este último incluso sufrió daños de ...
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 ...