Portal de Transparencia

Actividad investigadora:

• Artículos en revistas
  • [2019] Diagnosis of hysteretic dampers used for seismic protection of structures by means ultrasonic measurements
  • [2019] Energy capacity and seismic performance of RC waffle-flat plate structures under two components of far-field ground motions: Shake table tests
  • [2019] Energy capacity and seismic performance of RC waffle-flat plate structures under two components of far-field ground motions: Shake table tests (Q1)
  • [2019] Hysteretic Behavior and Ultimate Energy Dissipation Capacity of Large Diameter Bars Made of Shape Memory Alloys under Seismic Loadings
  • [2019] Metallic Slit-Plate Dampers: Damage Evaluation with Metal Magnetic Memory Technique and Application to Structures with Rocking Columns
  • [2019] Metallic Slit-Plate Dampers: Damage Evaluation with Metal Magnetic Memory Technique and Application to Structures with Rocking Columns
  • [2019] Temporal Acoustic Emission Index for Damage Monitoring of RC Structures Subjected to Bidirectional Seismic Loadings
  • [2018] Energy capacity and seismic performance of RC waffle-flat plate structures under two components of far-field ground motions: shake table tests
  • [2018] Study of the rust penetration and circumferential stresses in reinforced concrete at early stages of an accelerated corrosion test by means of combined SEM, EDS and strain gauges
  • [2017] Ultrasonic Pulse-Echo Signal Analysis for Damage Evaluation of Metallic Slit-Plate Hysteretic Dampers
  • [2016] CORROSION CRACK PATTERN AT EARLY AGES DUE TO THE PRESSURE RUST LAYER IN REINFORCED CONCRETE
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• Capítulos de libros
  • [2016] Corrosion crack pattern at early ages due to the pressure rust layer in reinforced concrete
• Estancias y sabáticos recogidos en programas oficiales
  • [2019] Estancia en Purdue University (EE.UU.)
• Ponencia en Congresos
  • [2019] Energy dissipation capacity of RC columns subjected to unidirectional and bidirectional seismic loading
  • [2016] Corrosion crack pattern at early ages due to pressure rust layer in reinforced concrete