[][com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=62591]], camposKey:0022-460X 2021-10-13 PhysEx: A novel procedure to estimate full-rank physical matrices of a structure from an incomplete modal model00, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=62593]], camposKey:0732-8818 2021-10-01 A Common Framework for Tuned and Active Mass Dampers: Application to a Two-Storey Building Model661671, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=62592]], camposKey:1424-8220 2021-10-01 Measurement of acceleration response functions with scalable low-cost devices. An application to the experimental modal analysis00, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=58299]], camposKey:1424-8220 2021-01-01 Design and Validation of a Scalable, Reconfigurable and Low-Cost Structural Health Monitoring System00, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=62589]], camposKey:2076-3417 2021-01-01 On the estimation of the moving mass of a tmd installed on a lively structure00, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=72024]], camposKey:2076-0825 2021-01-01 Performance of a tmd to mitigate wind-induced interference effects between two industrial chimneys114, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=62595]], camposKey:2311-9020 2020-01-01 A pseudo-inverse approach to the physical model estimation problem. capacities and limitations9891001, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=51259]], camposKey:0888-3270 2020-01-01 A transmissibility-based procedure to estimate the modal properties of an on-board tuned mass damper00, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=62594]], camposKey:2311-9020 2020-01-01 Modal identification of structures during static load testing: Interaction effects10021010, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=39188]], camposKey:1738-1584 2018-01-01 Ad-hoc vibration monitoring system for a stress-ribbon footbridge: from design to operation1325, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=4028]], camposKey:0022-460X 2017-04-14 Structures vibration control via Tuned Mass Dampers using a co-evolution Coral Reefs Optimization algorithm6275, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=39189]], camposKey:1877-7058 2017-01-01 A new procedure based on time domain indicators for optimal TMD tuning on footbridges28502855, com.sigma.fs3.argos.domain.gpc.GpcArticlesRev[id=com.sigma.fs3.argos.domain.gpc.GpcArticlesRevPK[ifcactivitat=ARE, ifccomptador=39190]], camposKey:1610-4773 2017-01-01 INPUT/OUTPUT VERSUS OUTPUT ONLY MODAL ANALYSIS OF A STRESS-RIBBON FOOTBRIDGE249252][CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=24133]},camposKey: 345 352 El reto de gamificar la resolución de pórticos planos mediante el método matricial 978-84-09-02970-9XXVII Congreso Universitario de Innovación Educativa en las Enseñanzas Técnicas: Alcoy 17-19 de Junio de 2019 : actas 1 2019-01-01 Universitat Politècnica de València , CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=23900]},camposKey: 195 202 Enfoque cooperativo del trabajo fin de grado: experiencias tras 60 TFGs en el Laboratorio de Estructuras, EII, UVa 978-84-09-02970-9XXVII Congreso Universitario de Innovación Educativa en las Enseñanzas Técnicas: Alcoy 17-19 de Junio de 2019 : actas 1 2019-01-01 Universitat Politècnica de València , CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=29561]},camposKey: 961 974 El cuadro de mandos como entorno educacional 978-84-17445-02-7Actas del 26º Congreso Universitario de Innovación Educativa en las Enseñanzas Técnicas, Gijón 2018 1 2018-01-01 Universidad de Oviedo, CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=29560]},camposKey: 1241 1244 Two-Storey building model for testing some vibration mitigation devices 978-84-17445-02-7Actas del 26º Congreso Universitario de Innovación Educativa en las Enseñanzas Técnicas, Gijón 2018 1 2018-01-01 Universidad de Oviedo, CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=14592]},camposKey: 249 252 INPUT/OUTPUT VERSUS OUTPUT ONLY MODAL ANALYSIS OF A STRESS-RIBBON FOOTBRIDGE 978-3-8440-5247-3- 1 2017-01-01 -, CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=20010]},camposKey: 17 34 A statistical-based procedure for generating equivalent vertical ground reaction force-time histories 978-84-17924-58-4CMMoST 2019: 5th International Conference on Mechanical Models in Structural Engineering 1 0001-01-01 Editorial Club Universitario , CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=20011]},camposKey: 215 225 Dynamic model updating including pedestrian loading applied to an arched timber footbridge 978-84-17924-58-4CMMoST 2019: 5th International Conference on Mechanical Models in Structural Engineering 1 0001-01-01 Editorial Club Universitario ][][][][][][com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBeca[id=com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBecaPK[ifcactivitat=AAB, ifccomptador=64216]], com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBeca[id=com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBecaPK[ifcactivitat=AAB, ifccomptador=62414]], com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBeca[id=com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBecaPK[ifcactivitat=AAB, ifccomptador=63315]]][com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBeca[id=com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBecaPK[ifcactivitat=AAB, ifccomptador=64216]], com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBeca[id=com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBecaPK[ifcactivitat=AAB, ifccomptador=62414]], com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBeca[id=com.sigma.fs3.argos.domain.gpc.GpcAltresAjutsBecaPK[ifcactivitat=AAB, ifccomptador=63315]]][][][][][][][][][][][com.sigma.investigacion.cawdos.utilidades.CongresoYSusAsociaciones@6ddaf858, com.sigma.investigacion.cawdos.utilidades.CongresoYSusAsociaciones@42e691c0, com.sigma.investigacion.cawdos.utilidades.CongresoYSusAsociaciones@2f6af690, com.sigma.investigacion.cawdos.utilidades.CongresoYSusAsociaciones@17618042, com.sigma.investigacion.cawdos.utilidades.CongresoYSusAsociaciones@22b790c, com.sigma.investigacion.cawdos.utilidades.CongresoYSusAsociaciones@741803f0, com.sigma.investigacion.cawdos.utilidades.CongresoYSusAsociaciones@54aabd1b, com.sigma.investigacion.cawdos.utilidades.CongresoYSusAsociaciones@1565630a][][com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b50a, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@4db4a0, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b51d, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b247, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b2af, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b4dc, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b658, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b4e5, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b3e0, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54b03e, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54ba97, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54a4f0, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54baab, com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ConvenisPPC@54bb16][][][com.sigma.fs3.argos.domain.gpc.EstadesFora[id=com.sigma.fs3.argos.domain.gpc.GpcEstadesForaPK[ifcactivitat=ESF, ifccomptador=60931]], com.sigma.fs3.argos.domain.gpc.EstadesFora[id=com.sigma.fs3.argos.domain.gpc.GpcEstadesForaPK[ifcactivitat=ESF, ifccomptador=60930]]][com.sigma.fs3.argos.domain.gpc.EstadesFora[id=com.sigma.fs3.argos.domain.gpc.GpcEstadesForaPK[ifcactivitat=ESF, ifccomptador=60931]], com.sigma.fs3.argos.domain.gpc.EstadesFora[id=com.sigma.fs3.argos.domain.gpc.GpcEstadesForaPK[ifcactivitat=ESF, ifccomptador=60930]]][][com.sigma.fs3.argos.domain.gpc.GpcPatents[id=com.sigma.fs3.argos.domain.gpc.GpcPatentsPK[ifcactivitat=PAT, ifccomptador=1316]]][][com.sigma.investigacion.cawdos.entities.ayudaInvestigacion.ProjectesPPC[id=com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ProjectesPPCId@466ffa], com.sigma.investigacion.cawdos.entities.ayudaInvestigacion.ProjectesPPC[id=com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ProjectesPPCId@466c71], com.sigma.investigacion.cawdos.entities.ayudaInvestigacion.ProjectesPPC[id=com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ProjectesPPCId@463f2a], com.sigma.investigacion.cawdos.entities.ayudaInvestigacion.ProjectesPPC[id=com.sigma.fs3.argos.domain.gpc.ayudasrecerca.ProjectesPPCId@463f29]][][][com.sigma.fs3.argos.domain.gpc.altres.ProjecteInnovacio@15845, com.sigma.fs3.argos.domain.gpc.altres.ProjecteInnovacio@15840][CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=28567]},camposKey: 493 506 Different criteria for tuning TMDs: performance considering frequency and time simulations 978-84-17293-12-3International Conference on Mechanical Models in Structural Engineering (CMMoST)(4th, 2017, Madrid) - 1 2017-01-01 Godel Editorial, CapitolsLlib{id=com.sigma.fs3.argos.domain.gpc.GpcCapitolsLlibPK[ifcactivitat=CAP, ifccomptador=28568]},camposKey: 633 652 Statistical analysis of the ground reaction forces on vibrating pavements 978-84-17293-12-3International Conference on Mechanical Models in Structural Engineering (CMMoST)(4th, 2017, Madrid) - 1 2017-01-01 Godel Editorial]
