DOI QR코드

DOI QR Code

Optimum design of steel frames with semi-rigid connections and composite beams

  • Artar, Musa (Department of Civil Engineering, Bayburt University) ;
  • Daloglu, Ayse T. (Department of Civil Engineering, Karadeniz Technical University)
  • 투고 : 2014.12.05
  • 심사 : 2015.06.09
  • 발행 : 2015.07.25

초록

In this paper, an optimization process using Genetic Algorithm (GA) that mimics biological processes is presented for optimum design of planar frames with semi-rigid connections by selecting suitable standard sections from a specified list taken from American Institute of Steel Construction (AISC). The stress constraints as indicated in AISC-LRFD (American Institute of Steel Construction - Load and Resistance Factor Design), maximum lateral displacement constraints and geometric constraints are considered for optimum design. Two different planar frames with semi-rigid connections taken from the literature are carried out first without considering concrete slab effects in finite element analyses and the results are compared with the ones available in literature. The same optimization procedures are then repeated for full and semi rigid planar frames with composite (steel and concrete) beams. A program is developed in MATLAB for all optimization procedures. Results obtained from this study proved that consideration of the contribution of the concrete on the behavior of the floor beams provides lighter planar frames.

키워드

참고문헌

  1. AISC-LRFD (1995), Manual of steel construction: load and resistance factor design, American Institute of Steel Construction (1995), Chicago.
  2. Aydogdu, I. and Saka, M.P. (2012), "Ant colony optimization of irregular steel frames including elemental warping effect", Adv. Eng. Softw., 44(1), 150-169. https://doi.org/10.1016/j.advengsoft.2011.05.029
  3. Choi, S.H. and Kim, S.E. (2006), "Optimal design of semi-rigid steel frames using practical nonlinear inelastic analysis", Steel Struct., 6, 141-152.
  4. Daloglu, A. and Armutcu, M. (1998), "Optimum design of plane steel frames using genetic algorithm", IMO Teknik Dergi, 116, 1601-1615.
  5. Degertekin, S.O., Hayalioglu, M.S. and Gorgun, H. (2009), "Optimum design of geometrically non-linear steel frames with semi-rigid connections using a harmony search algorithm", Steel Compos. Struct., 9(6), 535-555. https://doi.org/10.12989/scs.2009.9.6.535
  6. Degertekin, S.O. and Hayalioglu, M.S. (2010), "Harmony search algorithm for minimum cost design of steel frames with semi-rigid connections and column bases", Struct. Multidisc. Optim., 42(5), 755-768. https://doi.org/10.1007/s00158-010-0533-7
  7. Degertekin, S.O., Hayalioglu, M.S. and Gorgun, H. (2011), "Optimum design of geometrically nonlinear steel frames with semi-rigid connections using improved harmony search method", Muhendislik Dergisi, Dicle University, Department of Engineering, 2(1), 45-56.
  8. Dumonteil, P. (1992), "Simple equations for effective length factors", Eng. J. AISC, 29(3), 111-115.
  9. Dhillon, B.S. and O'Malley, J.W. (1999), "Interactive design of semirigid steel frames", J. Struct. Eng., ASCE, 125(5), 556-564. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:5(556)
  10. Dogan, E. (2010), "Optimum design of rigid and semi-rigid steel sway frames including soil-structure interaction", Ph.D. Dissertation, Middle East Technical University, Ankara, Turkey.
  11. Erbatur, F., Hasancebi, O., Tutuncu, I. and Kilic, H. (2000), "Optimal design of planar and space structures with genetic algorithms", Comput. Struct., 75(2), 209-224. https://doi.org/10.1016/S0045-7949(99)00084-X
  12. Esen, Y. and Ulker, M. (2008), "Optimization of multi storey space steel frames, materially and geometrically properties non-linear", J. Fac. Eng. Arch. Gazi Univ., 23(2), 485-494.
  13. Filho, M.S., Guimaraes, M.J.R., Sahlit, C.L. and Brito, J.L.V. (2004), "Wind Pressures in Framed Structures with Semi-rigid Connections", J. Braz. Soc. Mech. Sci. Eng., 26(2), 180-189.
  14. Goldberg, D.E. (1989), Genetic Algorithms in Search, Optimization, and Machine Learning, Addison-Wesley, Reading, MA.
  15. Gorgun, H. and Yilmaz, S. (2012), "Geometrically nonlinear analysis of plane frames with semi-rigid connections accounting for shear deformations", Struct. Eng. Mech., 44(4), 539-569. https://doi.org/10.12989/sem.2012.44.4.539
  16. Hayalioglu, M.S. and Degertekin, S.O. (2004), "Genetic algorithm based optimum design of non-linear steel frames with semi-rigid connections", Steel Compos. Struct., 4(6), 453-469. https://doi.org/10.12989/scs.2004.4.6.453
  17. Hadidi, A. and Rafiee, A. (2014), "Harmony search based, improved particle swarm optimizer for minimum cost design of semi-rigid steel frames", Struct. Eng. Mech., 50(3), 323-347. https://doi.org/10.12989/sem.2014.50.3.323
  18. Kameshki, E.S. and Saka, M.P. (2001), "Genetic algorithm based optimum bracing design of non-swaying tall plane frames", J. Constr. Steel Res., 57(10), 1081-1097. https://doi.org/10.1016/S0143-974X(01)00017-7
  19. Kaveh, A. and Talatahari, S. (2007), "A discrete particle swarm ant colony optimization for design of steel frames", Asian Journal of Civil Engineering (Building and Housing), 9(6), 563-575.
  20. Kaveh, A. and Talatahari, S. (2012), "A hybrid CSS and PSO algorithm for optimal design of structures", Struct. Eng. Mech., 42(6), 783-797. https://doi.org/10.12989/sem.2012.42.6.783
  21. MATLAB (2009), The language of technical computing, The Mathworks Inc., Natick, MA.
  22. Rafiee, A., Talatahari, S. and Hadidi, A. (2013), "Optimum design of steel frames with semi-rigid connections using Big Bang-Big Crunch method", Steel Compos. Struct., 14(5), 431-451. https://doi.org/10.12989/scs.2013.14.5.431
  23. Rajeev, S. and Krishnamoorthy, C.S. (1992), "Discrete optimization of structures using genetic algorithms", J. Struct. Eng., ASCE, 118(5), 1233-1250. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1233)
  24. Salmon, C.G. and Johnson, J.E. (1980), Steel Structures: Design and Behavior, Harper & Row, New York.
  25. Simoes, L.M.C. (1996), "Optimization of frames with semi rigid connections", Comput. Struct., 60(4), 531-539. https://doi.org/10.1016/0045-7949(95)00427-0
  26. Togan, V., Daloglu, A.T. and Karadeniz, H. (2011), "Optimization of trusses under uncertainties with harmony search", Struct. Eng. Mech., 37(5), 543-560. https://doi.org/10.12989/sem.2011.37.5.543
  27. Wang, J.F. and Li, G.Q. (2007), "Stability analysis of semi-rigid composite frames", Steel Compos. Struct., 7(2), 119-133. https://doi.org/10.12989/scs.2007.7.2.119

피인용 문헌

  1. Cost optimization of reinforced concrete cantilever retaining walls under seismic loading using a biogeography-based optimization algorithm with Levy flights vol.49, pp.3, 2017, https://doi.org/10.1080/0305215X.2016.1191837
  2. Reliability-based design of semi-rigidly connected base-isolated buildings subjected to stochastic near-fault excitations vol.11, pp.4, 2016, https://doi.org/10.12989/eas.2016.11.4.701
  3. Regularizing structural configurations by using meta-heuristic algorithms vol.12, pp.2, 2015, https://doi.org/10.12989/gae.2017.12.2.197
  4. Optimum design of steel space structures using social spider optimization algorithm with spider jump technique vol.62, pp.3, 2015, https://doi.org/10.12989/sem.2017.62.3.259
  5. Effect of Levy Flight on the discrete optimum design of steel skeletal structures using metaheuristics vol.24, pp.1, 2015, https://doi.org/10.12989/scs.2017.24.1.093
  6. Design of lightweight mansard portal frames vol.24, pp.3, 2015, https://doi.org/10.12989/scs.2017.24.3.277
  7. Seismic behavior of steel column-base-connection equipped by NiTi shape memory alloy vol.64, pp.1, 2015, https://doi.org/10.12989/sem.2017.64.1.109
  8. Probability-based structural response of steel beams and frames with uncertain semi-rigid connections vol.67, pp.5, 2015, https://doi.org/10.12989/sem.2018.67.5.439
  9. Continuous size optimization of large-scale dome structures with dynamic constraints vol.73, pp.4, 2015, https://doi.org/10.12989/sem.2020.73.4.397