- -

Structural system identification of cable-stayed bridges with observability techniques

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Structural system identification of cable-stayed bridges with observability techniques

Mostrar el registro sencillo del ítem

Ficheros en el ítem

[Cerrado]
Nombre: Structure & Infra ...
Tamaño: 973.4Kb
Formato: PDF
Descripción: Versión editorial
Solicitar una copia al autor
dc.contributor.author Lozano Galant, José Antonio es_ES
dc.contributor.author Nogal, María es_ES
dc.contributor.author Payá Zaforteza, Ignacio Javier es_ES
dc.contributor.author Turmo Coderque, José es_ES
dc.date.accessioned 2015-06-02T18:08:44Z
dc.date.available 2015-06-02T18:08:44Z
dc.date.issued 2014
dc.identifier.issn 1573-2479
dc.identifier.uri http://hdl.handle.net/10251/51157
dc.description.abstract Cable-stayed bridges are highly statically redundant, light and flexible structures. This complexity highlights the role of the structural system identification (SSI) method in the calibration of the actual properties of the simplified models of these structures. This study proposes the first application of observability techniques to SSI of cable-stayed bridges. This method enables to define which subset of actual structural variables should be measured on site to identify mechanical properties, such as Young s modulus, area and inertia, or stiffnesses (EA and EI) of deck, pylon and stay cables. The effects of the inclination and inertia of the stay cables and the existence of pylon and deck cracking in the observability of different cable-stayed bridges are studied. The results obtained are validated by the models of actual cable-stayed bridges. es_ES
dc.description.sponsorship The authors are indebted to the Secretary of State of the Spanish Ministry of Science and Innovation (Projects TRA2010-17818, BIA2009-10483 and BIA2009-13056) and to the Junta de Comunidades de Castilla-La Mancha (Project PII2I09-0129-4085) for partial support of this work. en_EN
dc.language Inglés es_ES
dc.publisher Taylor & Francis (Routledge): STM, Behavioural Science and Public Health Titles es_ES
dc.relation.ispartof Structure and Infrastructure Engineering es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Cable-stayed bridges es_ES
dc.subject Damage es_ES
dc.subject Structural system identification es_ES
dc.subject Concrete structures es_ES
dc.subject.classification INGENIERIA CARTOGRAFICA, GEODESIA Y FOTOGRAMETRIA es_ES
dc.subject.classification PROYECTOS DE INGENIERIA es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Structural system identification of cable-stayed bridges with observability techniques es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1080/15732479.2013.807292
dc.relation.projectID info:eu-repo/grantAgreement/Junta de Comunidades de Castilla-La Mancha//PII2I09-0129-4085/ES/Optimización Del Proceso De Tesado De Puentes Atirantados Construidos Con Tableros Apeados/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MICINN//BIA2009-13056/ES/Estudio Experimental Del Coeficiente De Rozamiento Entre Dovelas Prefabricadas De Hormigon Para Puentes Con Junta Seca Conjugada/ / es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MICINN//BIA2009-10483/ES/Modelos Estadisticos Para El Analisis De La Acumulacion De Daño En Obras Maritimas/ / es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MICINN//TRA2010-17818/ES/METODOS DE OPTIMIZACION EN REDES DE TRANSPORTE DE FERROCARRIL Y CARRETERA/ es_ES
dc.rights.accessRights Cerrado es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.description.bibliographicCitation Lozano Galant, JA.; Nogal, M.; Payá Zaforteza, IJ.; Turmo Coderque, J. (2014). Structural system identification of cable-stayed bridges with observability techniques. Structure and Infrastructure Engineering. 10(11):1331-1344. https://doi.org/10.1080/15732479.2013.807292 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1080/15732479.2013.807292 es_ES
dc.description.upvformatpinicio 1331 es_ES
dc.description.upvformatpfin 1344 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 10 es_ES
dc.description.issue 11 es_ES
dc.relation.senia 269663
dc.contributor.funder Junta de Comunidades de Castilla-La Mancha es_ES
dc.description.references Abdo, M. A.-B. (2012). Parametric study of using only static response in structural damage detection. Engineering Structures, 34, 124-131. doi:10.1016/j.engstruct.2011.09.027 es_ES
dc.description.references Aboul-Ella, F. (1991). New iterative analysis of cable-stayed structures. Computers & Structures, 40(3), 549-554. doi:10.1016/0045-7949(91)90225-b es_ES
dc.description.references De Almeida, M. C., Asada, E. N., & Garcia, A. V. (2008). Power System Observability Analysis Based on Gram Matrix and Minimum Norm Solution. IEEE Transactions on Power Systems, 23(4), 1611-1618. doi:10.1109/tpwrs.2008.2004741 es_ES
dc.description.references Arangio, S., Bontempi, F., & Ciampoli, M. (2011). Structural integrity monitoring for dependability. Structure and Infrastructure Engineering, 7(1-2), 75-86. doi:10.1080/15732471003588387 es_ES
dc.description.references ASCE. (2011). Structural identification (st-id) of constructed facilities: Approaches, methods and technologies for effective practice of st-id (Technical report, ASCE SEI Committee on Structural Identification of Constructed Systems). Reston, VA: American Society of Civil Engineers. es_ES
dc.description.references Biondini, F., Palermo, A., & Toniolo, G. (2011). Seismic performance of concrete structures exposed to corrosion: case studies of low-rise precast buildings. Structure and Infrastructure Engineering, 7(1-2), 109-119. doi:10.1080/15732471003588437 es_ES
dc.description.references Caetano, E., Cunha, Á., & Magalhães, F. (2008). Numerical and experimental studies of the Braga Sports Stadium suspended roof. Structure and Infrastructure Engineering, 6(6), 715-724. doi:10.1080/15732470802087906 es_ES
dc.description.references Castel, A., Coronelli, D., François, R., & Cleland, D. (2011). Modelling the Stiffness Reduction of Corroded Reinforced Concrete Beams after Cracking. Modelling of Corroding Concrete Structures, 219-230. doi:10.1007/978-94-007-0677-4_15 es_ES
dc.description.references Castillo, E., Cobo, A., Jubete, F., Pruneda, R. E., & Castillo, C. (2001). An Orthogonally Based Pivoting Transformation of Matrices and Some Applications. SIAM Journal on Matrix Analysis and Applications, 22(3), 666-681. doi:10.1137/s0895479898349720 es_ES
dc.description.references Castillo, E., Jubete, F., Pruneda, R. E., & Solares, C. (2002). Obtaining simultaneous solutions of linear subsystems of inequalities and duals. Linear Algebra and its Applications, 346(1-3), 131-154. doi:10.1016/s0024-3795(01)00500-6 es_ES
dc.description.references Feltrin, G., Meyer, J., Bischoff, R., & Motavalli, M. (2009). Long-term monitoring of cable stays with a wireless sensor network. Structure and Infrastructure Engineering, 6(5), 535-548. doi:10.1080/15732470903068573 es_ES
dc.description.references Fujino, Y., & Siringoringo, D. M. (2011). Bridge monitoring in Japan: the needs and strategies. Structure and Infrastructure Engineering, 7(7-8), 597-611. doi:10.1080/15732479.2010.498282 es_ES
dc.description.references Gimsing, N.J. (1997). Cable supported bridges: Concept and design. Chichester: Wiley. es_ES
dc.description.references Exposito, A. G., & Abur, A. (1998). Generalized observability analysis and measurement classification. IEEE Transactions on Power Systems, 13(3), 1090-1095. doi:10.1109/59.709104 es_ES
dc.description.references Gou, B., & Abur, A. (2000). A direct numerical method for observability analysis. IEEE Transactions on Power Systems, 15(2), 625-630. doi:10.1109/59.867151 es_ES
dc.description.references Hu, S.-R., Peeta, S., & Chu, C.-H. (2009). Identification of vehicle sensor locations for link-based network traffic applications. Transportation Research Part B: Methodological, 43(8-9), 873-894. doi:10.1016/j.trb.2009.02.008 es_ES
dc.description.references Kim, C. W., Kawatani, M., & Hao, J. (2012). Modal parameter identification of short span bridges under a moving vehicle by means of multivariate AR model. Structure and Infrastructure Engineering, 8(5), 459-472. doi:10.1080/15732479.2010.539061 es_ES
dc.description.references Li, H., Li, S., Ou, J., & Li, H. (2012). Reliability assessment of cable-stayed bridges based on structural health monitoring techniques. Structure and Infrastructure Engineering, 8(9), 829-845. doi:10.1080/15732479.2010.496856 es_ES
dc.description.references Li, S., Wu, Z., & Zhou, L. (2010). Health monitoring of flexural steel structures based on distributed fibre optic sensors. Structure and Infrastructure Engineering, 6(3), 303-315. doi:10.1080/15732470701492066 es_ES
dc.description.references Lozano-Galant, J. A., Nogal, M., Castillo, E., & Turmo, J. (2013). Application of Observability Techniques to Structural System Identification. Computer-Aided Civil and Infrastructure Engineering, 28(6), 434-450. doi:10.1111/mice.12004 es_ES
dc.description.references Lozano-Galant, J. A., Payá-Zaforteza, I., Xu, D., & Turmo, J. (2012). Analysis of the construction process of cable-stayed bridges built on temporary supports. Engineering Structures, 40, 95-106. doi:10.1016/j.engstruct.2012.02.005 es_ES
dc.description.references Lozano-Galant, J. A., Payá-Zaforteza, I., Xu, D., & Turmo, J. (2012). Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports. Engineering Structures, 40, 119-130. doi:10.1016/j.engstruct.2012.02.022 es_ES
dc.description.references Lozano-Galant, J. A., Dong, X., Payá-Zaforteza, I., & Turmo, J. (2013). Direct simulation of the tensioning process of cable-stayed bridges. Computers & Structures, 121, 64-75. doi:10.1016/j.compstruc.2013.03.010 es_ES
dc.description.references Marano, G. C., Quaranta, G., & Monti, G. (2011). Modified Genetic Algorithm for the Dynamic Identification of Structural Systems Using Incomplete Measurements. Computer-Aided Civil and Infrastructure Engineering, 26(2), 92-110. doi:10.1111/j.1467-8667.2010.00659.x es_ES
dc.description.references Mikami, S., Beskhyroun, S., & Oshima, T. (2011). Wavelet packet based damage detection in beam-like structures without baseline modal parameters. Structure and Infrastructure Engineering, 7(3), 211-227. doi:10.1080/15732470802334795 es_ES
dc.description.references Petrini, F., & Bontempi, F. (2011). Estimation of fatigue life for long span suspension bridge hangers under wind action and train transit. Structure and Infrastructure Engineering, 7(7-8), 491-507. doi:10.1080/15732479.2010.493336 es_ES
dc.description.references Sanayei, M., Imbaro, G. R., McClain, J. A. S., & Brown, L. C. (1997). Structural Model Updating Using Experimental Static Measurements. Journal of Structural Engineering, 123(6), 792-798. doi:10.1061/(asce)0733-9445(1997)123:6(792) es_ES
dc.description.references SETRA. (2001). Haubans: recommandations de la commission interministérielle de la précontrainte. France: Service d'Etudes Techniques des Routes et Autoroutes. es_ES
dc.description.references Wang, P. H., Tseng, T. C., & Yang, C. G. (1993). Initial shape of cable-stayed bridges. Computers & Structures, 47(1), 111-123. doi:10.1016/0045-7949(93)90284-k es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem