과제정보
연구 과제 주관 기관 : Ministerio de Economia y Competitividad of Spain
참고문헌
- Artar, M. and Daloglu, A.T. (2015a), "Optimum design of steel space frames with composite beams using genetic algorithm", Steel Compos. Struct., Int. J., 19(2), 503-519. https://doi.org/10.12989/scs.2015.19.2.503
- Artar, M. and Daloglu, A.T. (2015b), "Optimum design of steel frames with semi-rigid connections and composite beams", Struct. Eng. Mech., Int. J., 55(2), 299-313. https://doi.org/10.12989/sem.2015.55.2.299
- CTE (2006), Codigo Tecnico de la Edificacion, Ministerio de Fomento; Gobierno de Espana, Madrid, Spain.
- CTE DB SE-A (2007), Codigo Tecnico de la Edificacion. Documento Basico: Seguridad Estructural-Acero; Ministerio de Fomento, Gobierno de Espana, Madrid, Spain.
- CTE DB SE-AE (2009), Codigo Tecnico de la Edificacion. Documento Basico: Seguridad Estructural-Acciones en la edificacion; Ministerio de Fomento, Gobierno de Espana, Madrid, Spain.
- Dai, S.J., Qian, M. and Lu, H. (2015), "Optimal design of portal frame structure based on the dimension of the issues", Proceedings of International Conference on Mechanics, Building Material and Civil Engineering, Guilin, China, August, pp. 331-335.
- Davison, B. and Owens, G.W. (2008), Steel Designers' Manual, Wiley-Blackwell.
- EAE (2012), Instruccion de Acero Estructural, Ministerio de Fomento; Gobierno de Espana, Madrid. Spain.
- Eurocode 3 (2005), Design of steel structures; European Committee for Standardization, Brussels, Belgium.
- Flick, A. and Fliegel, G. (2013), "Trends in the steel industry: innovative solutions to drive sustainability", Trans. Indian Inst. Met., 66(5-6), 535-541. https://doi.org/10.1007/s12666-013-0298-y
- Gholizadeh, S. and Poorhoseini, H. (2015), "Optimum design of steel frame structures by a modified dolphin echolocation algorithm", Struct. Eng. Mech., Int. J., 55(3), 535-554. https://doi.org/10.12989/sem.2015.55.3.535
- Gozalvez, J.J.F., Gisbert, C.F., Santafe, M.R., Romero, F.J.S. and Soler, J.B.T. (2014), "Elastoplastic analysis of double-pitched portal frames", VII Congreso Iberico De Agroingenieria Y Ciencias Horticolas: Innovar Y Producir Para El Futuro, 363-368.
- Gurung, N. and Mahendran, M. (2002), "Comparative life cycle costs for new steel portal frame building systems", Build. Res. Inform., 30(1), 35-46. https://doi.org/10.1080/09613210110054999
- Hernandez, S., Fontan, A.N., Perezzan, J.C. and Loscos, P. (2005), "Design optimization of steel portal frames", Adv. Eng. Software, 36(9), 626-633. https://doi.org/10.1016/j.advengsoft.2005.03.006
- Hradil, P., Mielonen, M. and Fulop, L. (2010), "Advanced design and optimization of steel portal frames", J. Struct. Mech., 43(1), 44-60.
- Jackson, H.A. and Masse, D.I. (1992), Gambrel roof braced rafters. PLAN M-9250, Ministry of Agriculture, Food and Fisheries.
- Jackson, H.A. and Turnbull, J.E. (1979), "Gambrel roof arches for farm and storage buildings", Can. Agricul. Eng., 21(1), 47-51.
- Jorquera Lucerga, J.J. and Manterola Armisen, J. (2012), "An iterative form-finding method for antifunicular shapes in spatial arch bridges", Comput. Struct., 108, 42-60.
- Khan, F.R. (1980), "Structural aesthetics in architecture and its social and technological relevance", Proceedings of IABSE Congress, Vienna, Austria, August-September.
- Kravanja, S. and Zula, T. (2010), "Cost optimization of industrial steel building structures", Adv. Eng. Software, 41(3), 442-450. https://doi.org/10.1016/j.advengsoft.2009.03.005
- Kravanja, S., Turkalj, G., Silih, S. and Zula, T. (2013), "Optimal design of single-story steel building structures based on parametric MINLP optimization", J. Constr. Steel Res., 81, 86-103. https://doi.org/10.1016/j.jcsr.2012.11.008
- Lawson, M. and Trebilcock, P. (2004), Architectural Design in Steel, Taylor & Francis.
- Lim, J.B.P., King, C.; Rathbone, A., Davies, J., Edmondson, V., (2005), "Eurocode 3 and the in-plane stability of portal frames", The Struct. Engr., 83(21), 43-49.
- Lopez-Perales, J.A. (2004), "Modelo de elementos finitos para el calculo de arcos. Validacion en estructuras agroindustriales de acero", Ph.D. Dissertation; Universidad de Castilla-La Mancha, Albacete, Spain.
- McKinstray, R., Lim, J.B.P., Tanyimboh, T.T., Phan, D.T. and Sha, W. (2015), "Optimal design of long-span steel portal frames using fabricated beams", J. Constr. Steel Res., 104, 104-114. https://doi.org/10.1016/j.jcsr.2014.10.010
- McKinstray, R., Lim, J.B.P., Tanyimboh, T.T., Phan, D.T. and Sha, W. (2016), "Comparison of optimal design of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections", Eng. Struct., 111, 505-524. https://doi.org/10.1016/j.engstruct.2015.12.028
- Moller, O., Foschi, R.O., Quiroz, L.M. and Rubinstein, M. (2009), "Structural optimization for performance-based design in earthquake engineering: Applications of neural networks", Struct. Safe., 31(6), 490-499. https://doi.org/10.1016/j.strusafe.2009.06.007
- Morales-Rodriguez, P.A. (2015), "Diseno optimo de porticos poligonales de acero. Estudio de la union del quiebro por el Metodo de los Elementos Finitos", Ph.D. Dissertation; Universidad de Castilla-La Mancha, Albacete, Spain.
- Morris, L.J. and Plum, D.R. (1988), Structural Steelwork Design to BS5950, Longman Scientific & Technical.
- Mosquera, J.C. and Gargoum, L.A. (2014), "A sequential algorithm for minimum weight design of 2-D steel portal frames using Eurocode 3", Int. J. Steel Struct., 14(1), 141-149. https://doi.org/10.1007/s13296-014-1012-6
- Phan, D.T., Lim, J.B.P., Tanyimboh, T.T., Lawson, R.M., Xu, Y., Martin, S. and Sha, W. (2013), "Effect of serviceability limits on optimal design of steel portal frames", J. Constr. Steel Res., 86, 74-84. https://doi.org/10.1016/j.jcsr.2013.03.001
- Regalado, F. (1999), Breve Introduccion a las Estructuras y sus Mecanismos Resistentes, CYPE Ingenieros, Alicante, Spain.
- Salter, P.R., Malik, A.S. and King, C. (2004), Desing of Single-Span Steel Portal Frames to BS 5950-1:2000, The Steel Construction Institute, Berkshire, UK.
- Sarma, K.C. and Adeli, H. (2000), "Cost optimization of steel structures", Eng. Optimiz., 32(6), 777-802. https://doi.org/10.1080/03052150008941321
- SCI (2010), AD-090: Deflection limits for pitched roof portal frames (Amended), The Steel Construction Institute.
- Torroja, E. (1962), Philosophy of Structures, University of California Press, Berkeley and Los Angeles, USA.