Organización
Comité organizador y comité científico.
DinEst 2024
Programa detallado del congreso
| Time | September 12, 2024 | ||||||
|---|---|---|---|---|---|---|---|
| Room "Hall" | Room "Salón de Grados" | Speaker | Chairperson | Room "Juan Larrañeta" | Speaker | Chairperson | |
| 9:00 | Registration | ||||||
| 9:30 | Opening ceremony | Andrés Sáez (Dean of the ETSi) | Galvín | ||||
| 10:00 | Vibration based structural health monitoring: strengths and weaknesses | Guido De Roeck | |||||
| 10:45 | Coffee break | ||||||
| 11:15 | Simplified railroad track models with periodically variable parameters for MBD simulation of railway vehicles | Brazales | Martínez-Rodrigo | Robust timber-to-timber connections for buildings to avoid disproportionate collapse | Buitrago | Cifuentes | |
| 11:30 | Vibrations of multi-span structures like floors, rail and road bridges | Auersch | Physical properties tracking of a laboratory-scaled two-story building model | Magdaleno | |||
| 11:45 | InBridge4EU project for bridge dynamics: towards interoperability in the European railway network | Martínez-Rodrigo | Modulus of elasticity of concrete at different temperatures by means of modal analysis | Cifuentes | |||
| 12:00 | A study of the contribution of bending, torsion and distortion for the dynamic response of current structural types in high-speed railway bridges | Goicolea | Mechanical behaviour of precast concrete pavers curing in CO2 environment | MERINO | |||
| 12:15 | Influence of the soil-structure coupling on the dynamic behaviour of a portal frame railway bridge | CHORDÀ | Damping of laminated glass plates. Comparison of numerical model and experimental results | Aenlle | |||
| 12:30 | Break | ||||||
| 12:45 | Investigation of different methodologies for simulating the ground-borne vibration response of buildings due to underground railway traffic | Arcos | Arcos | Vibratory analytical-computational model of a neonatal incubator | LARRODÉ | García-Vallejo | |
| 13:00 | Application of the moving modes method to the dynamics of infinitely long flexible tracks with discrete supports | Escalona | A combined CFD-FEM approach to study wind-induced vibrations in a real cable stayed bridge | Macías | |||
| 13:15 | Optical data collection device for predicting wear on rigid catenary with results on Málaga metro infrastructures | LUQUE | Advanced numerical modelling for nonlinear dynamic soil-structure interaction | Torres | |||
| 13:30 | Effectiveness of acoustic barriers for mitigating train traffic noise | VELÁZQUEZ | Steady-State oscillation analysis: nonlinear solutions for a rotating cantilever beam | García | |||
| 13:45 | Assessing the dynamic response of skewed railway bridges through detailed modelling | SÁNCHEZ-QUESADA | Current challenges on vibration-based NDT and continuous monitoring of external post-tensioning tendons in bridges | Martín de la Concha | |||
| 14:00 | Lunch break | ||||||
| 15:30 | Dynamics and vibroacoustics of the monopile foundations for offshore wind turbines | Andrei Metrikine | Padrón | ||||
| 16:15 | Modelling railway-induced vibrations using a 2.5D hybrid SBM-MFS methodology | Clot | Simplified procedure to track the tension force: numerical validation | VECINO | Solís | ||
| 16:30 | Influence of deep foundations in a deck slab high-speed railway bridge: a theoretical study | Martínez | A simple and efficient 3D finite element for dynamic analysis of shell structures | Martínez | |||
| 16:45 | Experimental methodology for monitoring physical magnitudes of slender structures using wearable devices | Fernández | Dynamic mode decomposition method for model order reduction of a non-linear elastic beam | MERINO-OLAGÜE | |||
| 17:00 | Detecting structural damage in slender constructions using a hybrid system of supervised learning algorithms and model updating for analyzing raw dynamic data | Peláez | Analytical and numerical modelling of non-linear dynamic behaviour of a flexible cable subject to motion | Sánchez | |||
| 17:15 | Coffee break | ||||||
| 17:45 | Application of T-mass and T-stiffness correlation techniques on real structures | GARCÍA | Galvín | Predicting collapse mechanisms in masonry buildings through the use of rigid body dynamics | Tarque | Romero | |
| 18:00 | Modelling and design optimisation of a magnetoelastic vibration energy harvester for railway bridges | CÁMARA | MultiFEBE: open-source package for mixed-dimensional boundary element - finite element models for coupled linear mechanics | Bordón | |||
| 18:15 | A model updating method based on t-mass and t-stiffness correlation techniques | GARCÍA | Kinematic interaction factors for bucket foundations in homogeneous soils using multiFEBE | Padrón | |||
| 18:30 | Thermal digital twin for monitoring an asphalt road based on a physics | ÁLVAREZ | Experimental investigation of pile installation settings under coupled axial-torsional excitation | Sánchez | |||
| 18:45 | Visit to 1:10-Scale Track Installation | Escalona | |||||
| 21:00 | Gala dinner: Hotel Los Seises Localización |
| Time | September 13, 2024 | ||||||
|---|---|---|---|---|---|---|---|
| Room "Hall" | Room "Salón de Grados" | Speaker | Chairperson | Room "Juan Larrañeta" | Speaker | Chairperson | |
| 9:00 | Registration | ||||||
| 9:15 | Dynamic evaluation of a scaled-down bridge subjected to sudden member losses | REYES | Aenlle | A multi-task learning approach for dynamic stiffness of foundations in poroelastic layered media | Martínez-Castro | Martínez de la Concha | |
| 9:30 | Dynamic characterization and vibration serviceability assessment of an ultra-high strength concrete footbridge using numerical and experimental techniques | RODRIGO | Post-seismic dynamic properties study and damage validation of a steel arch bridge with an intermediate deck | Ordóñez | |||
| 9:45 | The concept of ROTMAC in structural dynamics. | Aenlle | Dynamic structural response of four-legged jacket-supported offshore wind turbine considering the effect of wind and seismic ground motion directionality | Romero | |||
| 10:00 | Approaches for damage detection and quantification in beams from wavelet analysis of incremental mode shapes | Solís | Seismic vulnerability of a 1950s-1960s representative social housing type in Málaga (Spain) | Zapico | |||
| 10:15 | Fatigue damage on a floating breakwater - a case study | Cebada | Seismic vulnerability assessment of social housing units in Ayamonte (southern Spain) | Zapico | |||
| 10:30 | Validation of CFD simulation with fluid-structure interaction by means of aeroelastic tests in physical wind tunnels | VIDAL | Select. Fc: methodology, calibration, app and database to assess and select fragility curves for seismic risk studies | Navas | |||
| 10:45 | Coffee break | ||||||
| 11:15 | Dynamic behaviour of transmission towers through experimental testing and numerical modelling | Baldomir | Lorenzana | Dynamic analysis of a 6th floor concrete prefabricated building | Fernández | Zapico | |
| 11:30 | Operation of an interactive vibration monitoring system ad-hoc designed for tracking historic façades during conservation works | Lorenzana | Seismic assessment of a UNESCO world heritage site. The great mosque in Córdoba. | Torres | |||
| 11:45 | Fatigue monitoring of structures as a SHM technique | Fernández | Experimental and numerical seismic evaluation of connection systems between reduced-section beams and steel-concrete composite columns | Romera | |||
| 12:00 | Autonomous monitoring systems for long-term predictive maintenance of a metro bridge | Romero | Seismic vulnerability preliminary assessment of social housing in Cádiz (Spain) | Francisco | |||
| 12:15 | Developing a modal identification technique to perform an experimental modal analysis based on CNN and deep learning | Iglesias | Seismic vulnerability assessment of the arch-structure in the historical city of Medina Azahara | Zapico | |||
| 12:30 | Operational modal analysis of an entire wind farm | Iriarte | Seismic analysis of the access viaducts in the fourth bridge over the panamá canal project | Hernández-Carrillo | |||
| 12:45 | Fatigue life cycle assessment of external post-tensioning systems considering corrosion effects | Naranjo | Seismic aspects in the project of lines 2 and 4 of the Lima metro | Martin | |||
| 13:00 | Structural assessments after the earthquakes in Türkiye | Patricio García | Zapico | ||||
| 13:45 | Award and Closing ceremony | ||||||
| 14:00 | Lunch break |
Conferencias Plenarias
- Vibration based structural health monitoring: strengths and weaknesses.
Prof. Guido De Roeck
Structural Mechanics - KU Leuven
- Dynamics and vibroacoustics of the monopile foundations for offshore wind turbines.
Prof. Andrei Metrikine
Faculty of Civil Engineering and Geosciences - Delft University of Technology
- Evaluaciones estructurales tras los terremotos de Turquía.
Patricio García
ARUP
Programa resumido del congreso
| Time | September 12, 2024 | ||
|---|---|---|---|
| Room "Hall" | Room "Salón de Grados" | Room "Juan Larrañeta" | |
| 9:00 | Registration | ||
| 9:30 | Opening ceremony | ||
| 10:00 | Plenary Lecture: "Vibration based structural health monitoring: strengths and weaknesses" | ||
| 10:45 | Coffee break | ||
| 11:15 | Parallel session: "Railway dynamics (I)" | Parallel session: "Materials Characterization" | |
| 12:30 | Break | ||
| 12:45 | Parallel session: "Railway dynamics (II)" | Parallel session: "Analytical and computational dynamics (I)" | |
| 14:00 | Lunch break | ||
| 15:30 | Plenary Lecture: "Dynamics and vibroacoustics of the monopile foundations for offshore wind turbines" | ||
| 16:15 | Parallel session: "Railway dynamics (III)"/"Monitoring, damage detection, system identification and model updating (I)" | Parallel session: "Analytical and computational dynamics (II)" | |
| 17:15 | Coffee break | ||
| 17:45 | Parallel session: "Monitoring, damage detection, system identification and model updating (II)" | Parallel session: "Analytical and computational dynamics (III)"/"Seismic engineering and soil-structure dynamic interaction (I)" | |
| 21:00 | Gala dinner: Hotel Los Seises Localización |
| Time | September 13, 2024 | ||
|---|---|---|---|
| Room "Hall" | Room "Salón de Grados" | Room "Juan Larrañeta" | |
| 9:00 | Registration | ||
| 9:15 | Parallel session: "Bridge dynamics and vibration control"/"Monitoring, damage detection, system identification and model updating (III)" | Parallel session: "Seismic engineering and soil-structure dynamic interaction (II)" | |
| 10:45 | Coffee break | ||
| 11:15 | Parallel session: "Monitoring, damage detection, system identification and model updating (IV)" | Parallel session: "Seismic engineering and soil-structure dynamic interaction (III)" | |
| 13:00 | Plenary Lecture: "Structural assessments after the earthquakes in Türkiye" | ||
| 13:45 | Award and Closing ceremony | ||
| 14:00 | Lunch break |
Sesiones
- Caracterización de materiales y elementos estructurales
- Control de vibraciones
- Dinámica computacional y analítica
- Dinámica de puentes y pasarelas
- Dinámica ferroviaria
- Gemelos digitales
- Identificación de sistemas
- Ingeniería sísmica
- Integridad estructural
- Interacción suelo-estructura
- Monitorización
Presentaciones
- Las presentaciones se realizarán en español.
- El tiempo límite para cada presentación es de 15 minutos.
- Se recomienda usar 10 minutos para la presentación y 5 minutos para preguntas y respuestas.
- No hay una plantilla específica para realizar la presentación.
- Las presentaciones deberán estar disponibles en el ordenador de la sala antes del inicio de la sesión.
- Se recomienda probar el contenido multimedia antes de realizar la presentación.
Sede del Congreso
La Escuela Técnica Superior de Ingeniería de la Universidad de Sevilla está ubicada en la Isla de la Cartuja, en el que fuera el pabellón de América durante la Exposición Universal de 1992: Localización.La dirección es:
Camino de los descubrimientos, s/n.
41092 Sevilla
Se sitúa frente al Estadio Olímpico de Sevilla y junto al parque temático Isla Mágica, a unos 30 minutos a pie del centro de la ciudad, entrando por el puente de la Barqueta.
Está comunicado por autobús con las líneas C1 y C2, que disponen de parada en la estación de Santa Justa, destino final del tren de alta velocidad (AVE) procedente de Córdoba, Madrid y Málaga. Situada a 16 minutos del aeropuerto de San Pablo.
Todos los accesos por carretera confluyen en la carretera de circunvalación SE-30, que pasa por el puente del Alamillo, ya próximo a la Escuela.
Aquí pueden consultarse los planos de la Escuela.
Las sesiones del congreso tendrán lugar en la planta ático (P2):
Cena de Gala
La cena de gala del congreso tendrá lugar el jueves 12 de septiembre de 2024 en el Hotel Los Seises.Localización.
La dirección es:
Calle Segovias 6, Tercer Patio del Palacio Arzobispal
41004 Sevilla
Participación/Inscripción
Envío de trabajos, inscripción, cursos de formación, premios.
Programa
Programa científico del congreso e información sobre la sede.
Proceedings of the DINEST: Conference on Structural Dynamics
Publicación que recoge las actas del congreso de Dinámica Estructural y sirve como foro para comunicar y compartir nuevas ideas y técnicas que fomenten el avance en el campo de la Dinámica Estructural y sus aplicaciones.