- -

Calibration of the descent local search algorithm parameters using orthogonal arrays

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Calibration of the descent local search algorithm parameters using orthogonal arrays

Mostrar el registro completo del ítem

Gisbert, CM.; Lozano-Galant, JA.; Paya-Zaforteza, I.; Turmo, J. (2020). Calibration of the descent local search algorithm parameters using orthogonal arrays. Computer-Aided Civil and Infrastructure Engineering. 35(9):997-1008. https://doi.org/10.1111/mice.12545

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/160982

Ficheros en el ítem

Thumbnail
Nombre: Gisbert;Lozano-Ga ...
Tamaño: 675.9Kb
Formato: PDF
Descripción: Versión del Autor.
Abrir/Preview
[Cerrado]
Nombre: Gisbert_et_al-202 ...
Tamaño: 881.8Kb
Formato: PDF
Descripción: Versión editorial
Solicitar una copia al autor

Metadatos del ítem

Título: Calibration of the descent local search algorithm parameters using orthogonal arrays
Autor: Gisbert, Carlos M. Lozano-Galant, Jose A. Paya-Zaforteza, Ignacio Turmo, Jose
Entidad UPV: 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
Fecha difusión:
Resumen:
[EN] Solving optimization problems using heuristic algorithms requires the selection of its parameters. Traditionally, these parameters are selected by a trial and error process that cannot guarantee the quality of the ...[+]
Derechos de uso: Reserva de todos los derechos
Fuente:
Computer-Aided Civil and Infrastructure Engineering. (issn: 1093-9687 )
DOI: 10.1111/mice.12545
Editorial:
Blackwell Publishing
Versión del editor: https://doi.org/10.1111/mice.12545
Código del Proyecto:
info:eu-repo/grantAgreement/MINECO//BIA2013-47290-R/ES/SISTEMA DE APOYO A LA TOMA DE DECISIONES DURANTE EL CICLO DE VIDA DE LAS INFRAESTRUCTURAS: SMART-INFRASTRUCTURES/
info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BIA2017-86811-C2-1-R/ES/MODELOS ESTRUCTURALES PARA LA GESTION EFICIENTE DE INFRAESTRUCTURAS: SMART BIM MODELS/
info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BIA2017-86811-C2-2-R/ES/CALIBRACION DE MODELOS BIM MEDIANTE SENSORES DE BAJO COSTE PARA LA OPTIMIZACION ENERGETICA DE EDIFICIOS/
Descripción: This is the peer reviewed version of the following article: Gisbert, CM, Lozano-Galant, JA, Paya-Zaforteza, I, Turmo, J. Calibration of the descent local search algorithm parameters using orthogonal arrays. Comput Aided Civ Inf. 2020; 35: 997-1008, which has been published in final form at https://doi.org/10.1111/mice.12545. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.
Agradecimientos:
The authors are indebted to the Spanish Ministry of Economy and Competitiveness for the funding provided through the research projects BIA2013-47290-R and BIA2017-86811-C2-1-R founded with FEDER funds and directed by ...[+]
Tipo: Artículo

References

Adeli, H., & Zhang, J. (1995). Fully nonlinear analysis of composite girder cable-stayed bridges. Computers & Structures, 54(2), 267-277. doi:10.1016/0045-7949(94)00332-w

Arıcı, E., & Keleştemur, O. (2019). Optimization of mortars containing steel scale using Taguchi based grey relational analysis method. Construction and Building Materials, 214, 232-241. doi:10.1016/j.conbuildmat.2019.04.135

Behin, Z., & Murray, D. W. (1992). A substructure-frontal technique for cantilever erection analysis of cable-stayed bridges. Computers & Structures, 42(2), 145-157. doi:10.1016/0045-7949(92)90200-j [+]
Adeli, H., & Zhang, J. (1995). Fully nonlinear analysis of composite girder cable-stayed bridges. Computers & Structures, 54(2), 267-277. doi:10.1016/0045-7949(94)00332-w

Arıcı, E., & Keleştemur, O. (2019). Optimization of mortars containing steel scale using Taguchi based grey relational analysis method. Construction and Building Materials, 214, 232-241. doi:10.1016/j.conbuildmat.2019.04.135

Behin, Z., & Murray, D. W. (1992). A substructure-frontal technique for cantilever erection analysis of cable-stayed bridges. Computers & Structures, 42(2), 145-157. doi:10.1016/0045-7949(92)90200-j

Cao, Y.-F., Tao, Z., Pan, Z., & Wuhrer, R. (2018). Effect of calcium aluminate cement on geopolymer concrete cured at ambient temperature. Construction and Building Materials, 191, 242-252. doi:10.1016/j.conbuildmat.2018.09.204

Carbonell, A., González-Vidosa, F., & Yepes, V. (2011). Design of reinforced concrete road vaults by heuristic optimization. Advances in Engineering Software, 42(4), 151-159. doi:10.1016/j.advengsoft.2011.01.002

Chao, L.-C., & Kuo, C.-P. (2017). Optimizing the ultimate strength of precast reinforced concrete pipes in three-edge bearing tests. Structural Concrete, 19(4), 1174-1184. doi:10.1002/suco.201700143

Chikahiro, Y., Ario, I., Pawlowski, P., Graczykowski, C., & Holnicki‐Szulc, J. (2019). Optimization of reinforcement layout of scissor‐type bridge using differential evolution algorithm. Computer-Aided Civil and Infrastructure Engineering, 34(6), 523-538. doi:10.1111/mice.12432

Fabbrocino, F., Modano, M., Farina, I., Carpentieri, G., & Fraternali, F. (2017). Optimal prestress design of composite cable-stayed bridges. Composite Structures, 169, 167-172. doi:10.1016/j.compstruct.2016.09.008

García-Segura, T., Yepes, V., Martí, J. V., & Alcalá, J. (2014). Optimization of concrete I-beams using a new hybrid glowworm swarm algorithm. Latin American Journal of Solids and Structures, 11(7), 1190-1205. doi:10.1590/s1679-78252014000700007

Imran Hossain, S., Akhand, M. A. H., Shuvo, M. I. R., Siddique, N., & Adeli, H. (2019). Optimization of University Course Scheduling Problem using Particle Swarm Optimization with Selective Search. Expert Systems with Applications, 127, 9-24. doi:10.1016/j.eswa.2019.02.026

Janjic, D., Pircher, M., & Pircher, H. (2003). Optimization of Cable Tensioning in Cable-Stayed Bridges. Journal of Bridge Engineering, 8(3), 131-137. doi:10.1061/(asce)1084-0702(2003)8:3(131)

Jorquera-Lucerga, J. J., Lozano-Galant, J. A., & Turmo, J. (2016). Structural behavior of non-symmetrical steel cable-stayed bridges. Steel and Composite Structures, 20(2), 447-468. doi:10.12989/scs.2016.20.2.447

Kim, H., & Adeli, H. (2005). Wavelet-Hybrid Feedback Linear Mean Squared Algorithm for Robust Control of Cable-Stayed Bridges. Journal of Bridge Engineering, 10(2), 116-123. doi:10.1061/(asce)1084-0702(2005)10:2(116)

Lazar, B. E., Troitsky, M. S., & Douglass, M. M. (1972). Load Balancing Analysis of Cable Stayed Bridges. Journal of the Structural Division, 98(8), 1725-1740. doi:10.1061/jsdeag.0003299

Lozano-Galant, J. A., Nogal, M., Turmo, J., & Castillo, E. (2015). Selection of measurement sets in static structural identification of bridges using observability trees. Computers and Concrete, 15(5), 771-794. doi:10.12989/cac.2015.15.5.771

Lozano-Galant, J. A., & Paya-Zaforteza, I. (2017). Analysis of Eduardo Torroja’s Tempul Aqueduct an important precursor of modern cable-stayed bridges, extradosed bridges and prestressed concrete. Engineering Structures, 150, 955-968. doi:10.1016/j.engstruct.2017.07.057

Lozano-Galant, J. A., Payá-Zaforteza, I., & Turmo, J. (2015). Effects in service of the staggered construction of cable-stayed bridges built on temporary supports. The Baltic Journal of Road and Bridge Engineering, 10(3), 247-254. doi:10.3846/bjrbe.2015.31

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., & Turmo, J. (2014). Creep and shrinkage effects in service stresses of concrete cable-stayed bridges. Computers and Concrete, 13(4), 483-499. doi:10.12989/cac.2014.13.4.483

Lozano-Galant, J. A., & Turmo, J. (2014). An algorithm for simulation of concrete cable-stayed bridges built on temporary supports and considering time dependent effects. Engineering Structures, 79, 341-353. doi:10.1016/j.engstruct.2014.08.018

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

Manjunath, R., Narasimhan, M. C., Umesh, K. M., Shivam Kumar, & Bala Bharathi, U. K. (2019). Studies on development of high performance, self-compacting alkali activated slag concrete mixes using industrial wastes. Construction and Building Materials, 198, 133-147. doi:10.1016/j.conbuildmat.2018.11.242

Martins, A. M. B., Simões, L. M. C., & Negrão, J. H. J. O. (2015). Optimum design of concrete cable-stayed bridges. Engineering Optimization, 48(5), 772-791. doi:10.1080/0305215x.2015.1057057

Haji Agha Mohammad Zarbaf, S. E., Norouzi, M., Allemang, R. J., Hunt, V. J., & Helmicki, A. (2017). Stay Cable Tension Estimation of Cable-Stayed Bridges Using Genetic Algorithm and Particle Swarm Optimization. Journal of Bridge Engineering, 22(10), 05017008. doi:10.1061/(asce)be.1943-5592.0001130

Penadés-Plà, V., García-Segura, T., & Yepes, V. (2019). Accelerated optimization method for low-embodied energy concrete box-girder bridge design. Engineering Structures, 179, 556-565. doi:10.1016/j.engstruct.2018.11.015

Siddique, N., & Adeli, H. (2014). Water Drop Algorithms. International Journal on Artificial Intelligence Tools, 23(06), 1430002. doi:10.1142/s0218213014300026

Siddique, N., & Adeli, H. (2014). Spiral Dynamics Algorithm. International Journal on Artificial Intelligence Tools, 23(06), 1430001. doi:10.1142/s0218213014300014

Siddique, N., & Adeli, H. (2015). Harmony Search Algorithm and its Variants. International Journal of Pattern Recognition and Artificial Intelligence, 29(08), 1539001. doi:10.1142/s0218001415390012

Siddique, N., & Adeli, H. (2016). Simulated Annealing, Its Variants and Engineering Applications. International Journal on Artificial Intelligence Tools, 25(06), 1630001. doi:10.1142/s0218213016300015

Siddique, N., & Adeli, H. (2017). Nature-Inspired Chemical Reaction Optimisation Algorithms. Cognitive Computation, 9(4), 411-422. doi:10.1007/s12559-017-9485-1

Siddique, N., & Adeli, H. (2017). Nature-Inspired Computing. doi:10.1201/9781315118628

Sung, Y.-C., Wang, C.-Y., & Teo, E.-H. (2015). Application of particle swarm optimisation to construction planning for cable-stayed bridges by the cantilever erection method. Structure and Infrastructure Engineering, 12(2), 208-222. doi:10.1080/15732479.2015.1008521

Taguchi G. Chowdhury S. &Taguchi S.(1999).Robust engineering: Learn how to boost quality while reducing costs & time to market.New York:McGraw‐Hill.

Taguchi, G., Chowdhury, S., & Wu, Y. (2004). Taguchi’s Quality Engineering Handbook. doi:10.1002/9780470258354

Tao, C., Watts, B., Ferraro, C. C., & Masters, F. J. (2018). A Multivariate Computational Framework to Characterize and Rate Virtual Portland Cements. Computer-Aided Civil and Infrastructure Engineering, 34(3), 266-278. doi:10.1111/mice.12413

Wang, J., Zhong, D., Adeli, H., Wang, D., & Liu, M. (2018). Smart bacteria-foraging algorithm-based customized kernel support vector regression and enhanced probabilistic neural network for compaction quality assessment and control of earth-rock dam. Expert Systems, 35(6), e12357. doi:10.1111/exsy.12357

Wang, P.-H., Tang, T.-Y., & Zheng, H.-N. (2004). Analysis of cable-stayed bridges during construction by cantilever methods. Computers & Structures, 82(4-5), 329-346. doi:10.1016/j.compstruc.2003.11.003

Wu, W.-H., Chen, C.-C., Jhou, J.-W., & Lai, G. (2018). A Rapidly Convergent Empirical Mode Decomposition Method for Analyzing the Environmental Temperature Effects on Stay Cable Force. Computer-Aided Civil and Infrastructure Engineering, 33(8), 672-690. doi:10.1111/mice.12355

Xu, M., Ouyang, M., Mao, Z., & Xu, X. (2019). Improving repair sequence scheduling methods for postdisaster critical infrastructure systems. Computer-Aided Civil and Infrastructure Engineering, 34(6), 506-522. doi:10.1111/mice.12435

Ye, X., Sun, Z., & Huang, G. (2017). Assessment of the Current State of Internal Force and the Optimization of Cable Force for an Existing Long-span Pre-Stressed Concrete (PC) Cable-stayed Bridge. The Open Civil Engineering Journal, 11(1), 572-585. doi:10.2174/1874149501711010572

Yepes, V., Dasí-Gil, M., Martínez-Muñoz, D., López-Desfilis, V. J., & Martí, J. V. (2019). Heuristic Techniques for the Design of Steel-Concrete Composite Pedestrian Bridges. Applied Sciences, 9(16), 3253. doi:10.3390/app9163253

Yin, Y., Li, D., Bešinović, N., & Cao, Z. (2018). Hybrid Demand-Driven and Cyclic Timetabling Considering Rolling Stock Circulation for a Bidirectional Railway Line. Computer-Aided Civil and Infrastructure Engineering, 34(2), 164-187. doi:10.1111/mice.12414

[-]

recommendations

 

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

Mostrar el registro completo del ítem