- -

Structural system identification of cable-stayed bridges with observability techniques

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

Structural system identification of cable-stayed bridges with observability techniques

Show full item record

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

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/51157

Files in this item

Item Metadata

Title: Structural system identification of cable-stayed bridges with observability techniques
Author: Lozano Galant, José Antonio Nogal, María Payá Zaforteza, Ignacio Javier Turmo Coderque, José
UPV Unit: 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
Issued date:
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 ...[+]
Subjects: Cable-stayed bridges , Damage , Structural system identification , Concrete structures
Copyrigths: Cerrado
Source:
Structure and Infrastructure Engineering. (issn: 1573-2479 )
DOI: 10.1080/15732479.2013.807292
Publisher:
Taylor & Francis (Routledge): STM, Behavioural Science and Public Health Titles
Publisher version: http://dx.doi.org/10.1080/15732479.2013.807292
Project ID:
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/
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/
info:eu-repo/grantAgreement/MICINN//BIA2009-10483/ES/Modelos Estadisticos Para El Analisis De La Acumulacion De Daño En Obras Maritimas/
info:eu-repo/grantAgreement/MICINN//TRA2010-17818/ES/METODOS DE OPTIMIZACION EN REDES DE TRANSPORTE DE FERROCARRIL Y CARRETERA/
Thanks:
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 ...[+]
Type: Artículo

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

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

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 [+]
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

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

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

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

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.

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

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

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

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

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

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

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

Gimsing, N.J. (1997). Cable supported bridges: Concept and design. Chichester: Wiley.

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

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

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

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

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

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

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

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

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

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

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

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

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

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)

SETRA. (2001). Haubans: recommandations de la commission interministérielle de la précontrainte. France: Service d'Etudes Techniques des Routes et Autoroutes.

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

[-]

recommendations

 

This item appears in the following Collection(s)

Show full item record