School of Architecture 24th June 2015....

3rd INTERNATIONAL CONFERENCE ONMECHANICAL MODELS IN STRUCTURAL ENGINEERING

School of Architecture24th - 26th June 2015. Seville

CMMoST 2015Conference Programme

Escuela Técnica Superiorde Arquitectura

Vicerrectorado deInvestigación

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SHORT PROGRAMMESECRETARIAT TIMETABLE

Wednesday (24/06/15) 9:00/13:00 - 14:30/18:00Thursday (25/06/15) 9:00/13:00 - 14:30/18:00

Friday (26/06/15) 9:00/13:00Delegate registration: wednesday (24/06/15) 9:00/11:30

WEDNESDAY 24/06/2015

MAIN ROOM11:40/12:00 Opening Ceremony of CMMoST 201512:00/13:00 TECHNICAL SESSION 1

ROOM 1 ROOM 2Models in structural damage

evaluationModels in structural rehabilitation

13:00/14:30 LUNCH14:30/15:50 TECHNICAL SESSION 2



15:50/16:30 COFFEE BREAK16:30/17:30 KEYNOTE LECTURE

MAIN ROOMTOWARDS A UNIFIED MECHANICAL MODEL FOR DESIGN AND ASSESSMENT

OF STRUCTURAL CONCRETE MEMBERS UNDER SHEAR, FLEXURE AND PUNCHING

Antonio Marí (Polytechnic University of Catalonia) SOCIAL PROGRAM

20:00/22:00 Visit to Royal Alcazar22:00/23:30 Reception cocktail

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THURSDAY 25/06/2015

9:00/10:20 TECHNICAL SESSION 3ROOM 1 ROOM 2

Models in structural damage evaluation



MAIN ROOMCOMBINATION OF PARTICLE-BASED AND FINITE ELEMENT MODELS FOR

NON LINEAR STRUCTURAL ANALYSIS AND FLUID-STRUCTURE INTERACTIONEugenio Oñate (Polytechnic University of Catalonia)


Structural materials characteri-zation

Comparison between innovative and traditional structural models

13:00/14:30 LUNCH14:30/15:50 TECHNICAL SESSION 5



15:50/16:30 COFFEE BREAK16:30/17:30 TECHNICAL SESSION 6

ROOM 1 ROOM 2Innovative elements in higher education of architectural and

engineering structures


SOCIAL PROGRAM21:30/23:30 Conference Dinner “EME HOTEL”

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FRIDAY 26/06/2015





MAIN ROOMBEHAVIOR OF MASONRY STRUCTURES SUBJECTED TO BLAST: TESTING AND

SIMULATIONPaulo Lourenço (University of Minho)


Load characterization in structu-ral models


13:00/13:20 Closing Session CMMoST 2015

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DETAILED PROGRAMMEWEDNESDAY 24/06/2015

MAIN ROOMOpening Ceremony of CMMoST 2015Wednesday, 24

11:40/12:00

Technical Session 1ROOM 1 Models in structural damage evaluation

Wednesday, 24 Chair: Enrique Hernández12:00/13:00

CMT. 35 DAMAGE ASSESSMENT IN A REINFORCED CONCRETE PEDESTAL BASED ON ROTATING MACHINERY VIBRATION ANALYSISRosado Tamariz, E.; López López, A.; Porras-Navarro González, D.

CMT. 62 MONUMENTAL TREE PROTECTION BY AN UNIQUE PEDESTRIAN BRIDGEIvorra, S.; Alvado, J.; Crespo, M.A.

CMT. 64 EXPERIMENTAL VALIDATION OF USUAL NUMERICAL MODELS OF CRACKED BEAMS FOR DAMAGE DETECTION APPROACHESBenjumea, A.J.; Solís, M.

Technical Session 1ROOM 2 Models in structural rehabilitation

Wednesday, 24 Chair: Andrés Sáez12:00/13:00

CMT. 19 APLICACIONES DE LA FOTOELASTICIDAD EN EL ANÁLISIS DE ES-TRUCTURAS DE FÁBRICAMencías, D.; García, J.; Magdalena, F.

CMT. 27 EVALUACIÓN SÍSMICA MEDIANTE ANÁLISIS ELÁSTICO-LINEAL DE UN EDIFICIO HISTÓRICO DE MAMPOSTERÍA EN SANTIAGO, CHILE: APLICACIÓN AL EDIFICIO PALACIO PEREIRAValledor, R.; López-García, D.; Sandoval, C.

CMT. 50 DYNAMIC BEHAVIOR OF MASONRY CHIMNEY WITH DIFFERENT REINFORCEMENT SCHEMESBru, D.; Ivorra, S.; Baeza, F.J.; Brotons, V.

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Wednesday, 24 Chair: Luisa Mª Gil14:30/15:50

CMT. 52 USE OF TMD IN STRUCTURAL ENGINEERING: BUILDING PARQUE ARAUCANO IN SANTIAGO DE CHILEBreschi, L.; Castillo, A.

CMT. 56 DESIGN AND CALCULATION OF DOWEL-TYPE JOINTS IN TIMBER STRUCTURES. BEHAVIOUR OF LOAD AGAINST DISPLACEMENTDomínguez, M.; Fueyo, J.G.; Cabezas, J.A.

CMT. 26 ANÁLISIS NO LINEAL DE PÓRTICOS DE HORMIGÓN ARMADO EM-PLEANDO DISTINTOS MÉTODOS DE COMPORTAMIENTO SECCIO-NALLópez, A.T.; Tomás, A.

CMT. 67 ESTIMATING ROBUST OPTIMUM PARAMETERS OF TUNED MASS DAMPERS USING MULTI-OBJECTIVE GENETIC ALGORITHMSJiménez-Alonso, J.F.; Sáez, A.


Wednesday, 24 Chair: Salvador Ivorra14:30/15:50

CMT. 69 DEFINITION AND CHARACTERIZATION OF A HISTORICAL BUILDING BY USING DIGITAL PHOTOGRAMMETRY AND OPERATIONAL MODAL ANALYSIS. SAN JUAN DE LOS CABALLEROS CHURCH (JEREZ DE LA FRONTERA, SPAIN)Pachón, P.; Compán, V.; Rodríguez-Mayorga, E.; Cámara, M.; Pinto, F.

CMT. 17 SLIDING COLLAPSE IN MASONRY STRUCTURES: A NUMERICAL MODELMagdalena, F.; Hernando, J.I.; Magdalena, E.

CMT. 12 MODELLING UNREINFORCED, TRM-STRENGTHNED AND FRP-STRENGTHENED BRICK MASONRY WALLS SUBJECTED TO EC-CENTRIC COMPRESSIVE LOADBernat-Maso, E.; Gil, L.; Roca, P.

CMT. 68 MODEL UPDATING OF A HISTORICAL BUILDING BY USING AMBIENT VIBRATION TESTS. CHAPEL OF THE WÜRZBURG RESIDENCE (GER.)Compán, V.; Pachón, P.; Cámara, M.; Jiménez-Alonso, J.F.; Sáez, A.

Keynote Lecture

MAIN ROOMTOWARDS A UNIFIED MECHANICAL MODEL FOR DESIGN AND AS-SESSMENT OF STRUCTURAL CONCRETE MEMBERS UNDER SHEAR, FLEXURE AND PUNCHING

Wednesday, 24 Antonio Marí16:30/17:30 Chair: Hernández Montes, E

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THURSDAY 25/06/2015Technical Session 3ROOM 1 Models in structural damage evaluation

Thursday, 25 Chair: Javier Fernando Jímenez9:00/10:20

CMT. 01 VALORES MÁXIMOS DE DISTORSIÓN ANGULAR ASOCIADOS A LA PLASTIFICACIÓN Y ROTURA DE SECCIONES RECTAS DE HORMIGÓNCano Marín, R.D.

CMT. 24 3D MULTI-PASS FINITE ELEMENT WELDING MODELLING OF BU-TT-WELDED PLATE SPECIMENSanz Balduz, L.J.; Salesa Bordanaba, A.; González Abril, E.

CMT. 21 DISEÑO EFICIENTE DE PASOS SUPERIORES PREFABRICADOS DE HORMIGÓN CON FIBRAS APLICANDO ALGORITMOS EVOLUTIVOSMartí, J.V.; Yepes, V.

CMT. 57 MECHANICAL MODEL TO APROXIMATE THE BEHAVIOUR OF DOWEL-TYPE JOINTS WITH EXPANSIVE KITS IN TIMBER STRUCTU-RESFueyo, J.G.; Domínguez, M.; Cabezas, J.A.


Thursday, 25 Chair: Luisa Mª Gil9:00/10:20

CMT. 05 ON THE INSURMOUNTABLE SIZE OF TRUSS-LIKE STRUCTURESOlmedo Rojas, C.; Cervera Bravo, J.; Vázquez Espí, M.

CMT. 45 STATIC, MODAL AND DYNAMIC BEHAVIOUR OF A HANGING FOOT-BRIDGE: EXPERIMENTAL AND COMPUTATIONAL RESULTSCastaño, J.; Cosido, O.; Pereda, J.; Cacho-Pérez, M.; Lorenzana, A.

CMT. 11 OPTIMIZACIÓN DE DISEÑO BASADA EN FIABILIDAD DE ESTRUCTU-RAS METÁLICAS USANDO ALGORITMOS GENÉTICOS Y ELEMENTOS FINITOS NO LINEALESCelorrio-Barragué, L.

CMT. 14 DESIGNING COMPRESSION STRUCTURES BY TOPOLOGICAL MAP-PINGCarbonell-Márquez, J.F.; Gil-Martín, L.M.; Hernández-Montes, E.

Keynote Lecture

MAIN ROOMCOMBINATION OF PARTICLE-BASED AND FINITE ELEMENT MODELS FOR NON LINEAR STRUCTURAL ANALYSIS AND FLUID-STRUCTURE INTERACTION

Thursday, 25 Eugenio Oñate11:00/12:00 Chair: Andrés Sáez

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Technical Session 4ROOM 1 Structural materials characterization

Thursday, 25 Chair: Javier Fernando Jímenez12:00/13:00

CMT. 04 CARACTERIZACIÓN MECÁNICA DE NEUMÁTICOS FUERA DE USO (NFU) COMO CAPA DRENANTE EN PISTAS ECUESTRESMorales-Gámiz, F.J.; García-Villena, F.A.

CMT. 31 MODELO MATEMÁTICO PARA CONSIDERAR ISE EN ESTRUCTURAS TIPO PÉNDULO INVERTIDOHernández-Barrios, H.; Arce, C.; Rivera, D.

CMT. 47 MODELING CRACK GROWTH IN QUASI-BRITTLE MATERIALS USING MESH FRAGMENTATION TECHNIQUEAndrade Maedo, M.; Manzoli, O.L.

Technical Session 4

ROOM 2 Comparison between innovative and traditional structural mo-dels

Thursday, 25 Chair: Margarita Cámara12:00/13:00

CMT. 23 AUTOMATIC COUNTERFORT RETAINING WALL DESIGN BY SIMULA-TED ANNEALING AND EXTREME VALUE ESTIMATIONYepes, V.; Martí, J.V.

CMT. 38 LA APLICACIÓN DE LAS NUEVAS TECNOLOGÍAS DE EXPRESIÓN GRÁFICA AVANZADA MEDIANTE SENSORES ACTIVOS Y PASIVOS DE IMAGEN 3D, PARA EL ESTUDIO MEDIANTE ESTÁTICA GRÁFICA ESTRUCTURAL Y SU COMPARACIÓN CON LOS TRATADOS ARQUI-TECTÓNICOS DE LA ÉPOCAGarfella Rubio, J.T.; Mañez Pitarch, M.J.; Martínez Moya, J.A.

CMT. 61 LA VISIÓN ELÁSTICA DE LOS MODELOS ESTRUCTURALES FRENTE A LOS ANÁLISIS POR ESFUERZOS DE LA RESISTENCIA DE MATERIALESLópez Rey, J.; Ripoll, S.

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Thursday, 25 Chair: Víctor Compán14:30/15:50

CMT. 02 VALORES MÁXIMOS DE DEFORMACIÓN ASOCIADOS A LA COLABO-RACIÓN DE LA ESTRUCTURA Y LA FÁBRICA DE LADRILLOCano Marín, R.D.

CMT. 59 MECHANICAL ANALYSIS OF ADOBE ARCHAEOLOGICAL MASONRY UNDER UNIAXIAL COMPRESSIVE LOADING: THE CASE OF ‘HUACA DE LA LUNA’Ramírez, E.; Montesinos, M.; Marques, R.; Morales, R.; Uceda, S.; Lourenço, P.B.; Aguilar, R.

CMT. 66 ANALYSIS OF THE INFLUENCE OF THE BLOCK IN THE DYNAMIC PRO-PERTIES OF DOMESTIC BUILDINGS WITH MASONRY STRUCTURE.Vázquez, E.; Sánchez, J.; Rodríguez-León, M.T.

CMT. 18 SLIDING COLLAPSE IN MASONRY STRUCTURES: EXPERIMENTAL TESTSMagdalena, F.; Aznar, A.; Hernando, J.I.; Magdalena, E.


Thursday, 25 Chair: Javier Fernando Jiménez14:30/15:50

CMT. 15 OPTIMIZACIÓN DE UNA CIMENTACIÓN PILOTADA Y DE LA SUPERES-TRUCTURA DE UN CENTRO COCOMERCIAL MEDIANTE SIMU-LACIÓN DE LA INTERACCIÓN TERRENO-ESTRUCTURA EN SUELO LICUEFACTI LICUEFACTIBLES CON UN CASO DE SISMO DIMENSIO-NANTE. ANÁLISIS COMPARATIVO DE LOS RESULTADOS CON Y SIN INTERACCIÓN TERRENO ESTRUCTURACaramés, C.; Ibañez, J.; Canto, J.V.

CMT. 25 REPLACEMENT OF CABLES AND FOUNDATIONS ANCHORS OF THE COVER ARCHS CARBON PARK IN AS PONTES (A CORUÑA)Santamarta Martínez, J.; Alonso Raso, J.I.

CMT. 13 ANALISIS OF MASONRY VAULTS AS A TOPOLOGY OPTIMIZATION PROBLEMBruggi, M.; Taliercio, A.

CMT. 37 NUMERICAL AND EXPERIMENTAL STUDY OF MODE I DELAMINA-TION FAILURE IN COMPOSITE LAMINATES

Mesas Díaz, A.A.; Castillo López, G.; García Sánchez, F.

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Technical Session 6

ROOM 1Innovative elements in higher education of architectural and engineering structures

Thursday, 25 Chair: Antonio Delgado16:30/17:30

CMT. 28 THE EVOLUTION OF STRUCTURAL ENGINEERING EDUCATION IN THE ERA OF COMPUTERVázquez-Boza, M.; de Justo, E.; Delgado, A.

CMT. 48 ASPECTOS RELEVANTES EN LA DOCENCIA DE ESTRUCTURAS DE ACERO EN EDIFICACIÓN MEDIANTE APRENDIZAJE BASADO EN PROYECTOSDelgado, A.; de Justo, E.; Molina, M.; Rodríguez-Mayorga, E.

CMT. 22 DISEÑO OPTIMIZADO DE PUENTES PREFABRICADOS DE HORMI-GÓN COMO EJEMPLO EN LA ENSEÑANZA EN CURSOS DE POSGRA-DOYepes, V.; Martí, J.V.


Thursday, 25 Chair: Víctor Compán16:30/17:30

CMT. 06 BOND STRENGTH OF GALVANIZED STEEL: EXPERIMENTAL AND NUMERICAL STUDY BASED ON PULL-OUT TESTSLuna Molina, F. J.; Fernández Ruiz, M.A.; HernándezMontes, E.; Alonso Alonso, M.C.

CMT. 10 ESTUDIO COMPARATIVO DE VIGAS DE CELOSÍA PARA DETERMINAR LA INFLUENCIA DE LA GEOMETRÍA EN LA EFICIENCIA ESTRUCTU-RAL, EN BASE A LAS DIRECCIONES PRINCIPALES. PARTE IISeñís, R.; Brufau, R.; Sastre, R.; Carbajal, E.C.

CMT. 03 UPPER BOUND TO THE EFFECTIVE AREA OF CONCRETE IN TENSIONGil-Martín, L.M.; Carbonell-Márquez, J.F.; Hernández-Montes, E.

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FRIDAY 26/06/2015Technical Session 7ROOM 1 Models in structural damage evaluation

Friday, 26 Chair: Enrique Hernández9:00/10:20

CMT. 49 OPTIMIZATION OF CONNECTIONS FOR SPATIAL MODULAR STRUC-TURESRodríguez-León, M.T.; Sánchez, J.

CMT. 44 DYNAMIC CHARACTERIZATION, MODELLING AND MODEL UPDA-TING OF A LIVELY FOOTBRIDGEIbán, N.; Castaño, J.; Soria, J.M.; Díaz, I.M.; Lorenzana, A.

CMT. 51 CUBIERTA METÁLICA DE LA ESTACIÓN DE AUTOBUSES DE LOGRO-ÑO García Manzanos, M.

CMT. 60 MODELIZACIÓN DEL COMPORTAMIENTO DE ESTRUCTURAS DE HORMIGÓN POSTENSADO SOMETIDAS A CARGAS TÉRMICAS DE LARGA DURACIÓNMedina Reguera, F.; Cifuentes Bulté, H.; Medina Encina, F.


Friday, 26 Chair: Andrés Sáez9:00/10:20

CMT. 34 INFLUENCE OF MICROMECHANICS IN COMPOSITE PANELS BUC-KLING LOADSMartín, A.; Ibiza, C.; Rodríguez-Tembleque, L.

CMT. 42 ADVANCED FE MODELS OF STIFFENED CLEAT ANGLE CONNECTIONSReinosa, J.M.; Loureiro, A.; Gutiérrez, R.; López, M.

CMT. 46 SERVICEABILITY CONDITIONS OF PEDESTRIAN STRUCTURES USING A SIMPLIFIED MOVING MASS MODELMagdaleno, A.; Cacho-Pérez, M.; Castaño, J.; Ibán, N.; Díaz, I.M.; Lorenzana, A.

CMT. 65 TOWARDS A UNIFIED MECHANICAL MODEL FOR DESIGN AND AS-SESSMENT OF STRUCTURAL CONCRETE MEMBERS UNDER SHEAR, FLEXURE AND PUNCHINGMarí, A.; Cladera, A.; Bairán, J.; Oller, E.

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Keynote Lecture

MAIN ROOMBEHAVIOR OF MASONRY STRUCTURES SUBJECTED TO BLAST: TESTING AND SIMULATION

Friday, 26 Paulo B. Lourenço11:00/12:00 Chair: Víctor Compán

Technical Session 8ROOM 1 Load characterization in structural models

Friday, 26 Chair: Sáez, Andrés12:00/13:00

CMT. 70 SELF - CONTROL OF A LIVELY FOOTBRIDGE UNDER PEDESTRIAN FLOWSHernández-Díaz, A.M.; Pérez-Aracil, J.; Jiménez-Alonso, J.F.; Sáez, A.

CMT. 36 A PROCEDURE TO TRACK VIBRATION MODES UNDER CHANGING EXTERNAL FACTORS: APPLICATION TO A PEDESTRIAN BRIDGESoria, J.M.; Díaz, I.M.; García-Palacios, J.H.; Ibán, N.; Lorenzana, A.

CMT. 41 OPTIMAL TMD-BASED CONTROL STRATEGY FOR HUMAN-INDUCED VIBRATIONSWang, X.; Díaz, I.M.; Pereira, E.


Friday, 26 Chair: Enrique Vázquez12:00/13:00

CMT. 30 PELLI TOWER IN SEVILLA: A NEW CONCEPT IN THE BUILDING ARCHITECTUREHinojosa Sánchez-Barbudo, I.; Garrido Conejero, J.R.; Medina Gil, B.; Vicent Velasco, J.V.

CMT. 32 STRUCTURAL ANALYSIS OF A DEPLOYABLE DOUBLE-LAYER TENSE-GRITY GRIDGómez-Jáuregui, V.; Sánchez Haro, J.; Manchado, C.; Otero, C.

CMT. 63 NUMERICAL MODELING FOR THE REBAR BOND BEHAVIOUR IN NORMAL AND HIGH STRENGTH CONCRETEVarona, F.B.; Navarro, M.; Baeza, F.J.; Ivorra, S.

MAIN ROOMClose Ceremony of CMMoST 2015Friday, 26

13:00/13:20

School of Architecture 24th June 2015....

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