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Optimal design of double layer barrel vaults considering nonlinear behavior

  • Received : 2016.02.11
  • Accepted : 2016.04.07
  • Published : 2016.06.25

Abstract

The present paper focuses on size optimization of double layer barrel vaults considering nonlinear behavior. In order to tackle the optimization problem an improved colliding bodies optimization (ICBO) algorithm is proposed. The important task that should be achieved before optimization of structural systems is to determine the best form having the least cost. In this study, an attempt is done to find the best form then it is optimized considering linear and non-linear behaviors. In the optimization process based on nonlinear behavior, the geometrical and material nonlinearity effects are included. A large-scale double layer barrel vault is presented as the numerical example of this study and the obtained results indicate that the proposed ICBO has better computational performance compared with other algorithms.

Keywords

Acknowledgement

Supported by : Urmia University

References

  1. AISC-LRFD (2001), American Institute of Steel Construction-Load and Resistance Factor Design, Manual of steel construction, Chicago, USA.
  2. Dogan, E. (2014), "Solving design optimization problems via hunting search algorithm with Levy flights", Struct. Eng. Mech., 52, 351-368. https://doi.org/10.12989/sem.2014.52.2.351
  3. Eurocode 1 (2001), Actions on Structures, Part 1.3: General Sctions - Snow Loads, CEN, prEN 1991-1-3.
  4. Eurocode 1 (2004), Actions on Structures, Part 1.4: General Sctions - Wind Sctions, CEN, prEN 1991-1-4.
  5. FEMA-274 (1997), Nehrp Commentary On The Guidelines For The Seismic Rehabilitation Of Buildings, Federal Emergency Management Agency, Washington, USA.
  6. Gandomi, A.H., Yang, X.S., Talatahari, S. and Alavi, A.H. (2013), Metaheuristic Applications in Structures and Infrastructures, Elsevier, Waltham, USA.
  7. Gandomi, A.H., Yang, X.S. and Alavi, A.H. (2011), "Mixed variable structural optimization using firefly algorithm", Comput. Struct., 89(23-24), 2325-2336. https://doi.org/10.1016/j.compstruc.2011.08.002
  8. Gholizadeh, S. and Poorhoseini, H. (2015), "Optimum design of steel frame structures by a modified Dolphin echolocation algorithm", Struct. Eng. Mech., 55, 535-554. https://doi.org/10.12989/sem.2015.55.3.535
  9. Gholizadeh, S. (2015), "Optimal design of double layer grids considering nonlinear behaviour by sequential grey wolf algorithm", Int. J. Optim. Civil. Eng., 5, 511-523.
  10. Gholizadeh, S. and Barati, H. (2014), "Topology optimization of nonlinear single layer domes by a new metaheuristic", Steel. Compos. Struct., 16, 681-701. https://doi.org/10.12989/scs.2014.16.6.681
  11. Gholizadeh, S. and Fattahi, F. (2014), "Design optimization of tall steel buildings by a modified particle swarm algorithm", Struct. Design. Tall. Spec. Build., 23, 285-301. https://doi.org/10.1002/tal.1042
  12. Kaveh, A. and Rezaei, M. (2015), "Optimum topology design of geometrically nonlinear suspended domes using ECBO", Struct. Eng. Mech., 56, 667-694. https://doi.org/10.12989/sem.2015.56.4.667
  13. Kaveh, A. and Mahdavi, V.R. (2014), "Colliding bodies optimization: A novel meta-heuristic method", Comput. Struct., 139, 18-27. https://doi.org/10.1016/j.compstruc.2014.04.005
  14. Kaveh, A. and Ilchi Ghazaan, M. (2014), "Enhanced colliding bodies optimization for design problems with continuous and discrete variables", Adv. Eng. Softw., 77, 66-75. https://doi.org/10.1016/j.advengsoft.2014.08.003
  15. Kamyab, R. and Salajegheh, E. (2013), "Size optimization of nonlinear scallop domes by an enhanced particle swarm algorithm", Int. J. Civil. Eng., 11, 77-89.
  16. Nigdeli, S.M., Bekdas, G., Kim, S. and Geem, Z.W. (2015), "A novel harmony search based optimization of reinforced concrete biaxially loaded columns", Struct. Eng. Mech., 54, 1097-1109. https://doi.org/10.12989/sem.2015.54.6.1097
  17. Saka, M.P. and Kameshki, E.S. (1998), "Optimum design of nonlinear elastic framed domes", Adv. Eng. Softw., 29, 519-528. https://doi.org/10.1016/S0965-9978(98)00018-0
  18. Saka, M.P. and Ulker, M. (1991), "Optimum design of geometrically nonlinear space trusses", Comput. Struct., 41, 1387-1396. https://doi.org/10.1016/0045-7949(91)90276-R
  19. Standard No. 400 (2010), Code of Practice for Skeletal Steel Space Structures, Office of Deputy for Strategic Supervision Bureau of Technical Execution System, Tehran, Iran.
  20. Standard No. 2800 (2014), Iranian Code of Practice for Seismic Resistant Design of Buildings, 4th Edition, Road, Haousing, and Urban Development Research Center, Tehran, Iran.
  21. Talatahari, S., Gandomi, A.H., Yang, X.S. and Deb, S. (2015), "Optimum design of frame structures using the eagle strategy with differential evolution", Eng. Struct., 91, 16-25. https://doi.org/10.1016/j.engstruct.2015.02.026
  22. Wu, J., Lu, X.Y., Li, S.C., Xu, Z.H., Li, L.P., Zhang, D.L. and Xue, Y.G. (2015a), "Parametric modeling and shape optimization of four typical Schwedler spherical reticulated shells", Struct. Eng. Mech., 56, 813-883. https://doi.org/10.12989/sem.2015.56.5.813
  23. Wu, J., Lu, X.Y., Li, S.C., Zhang, D.L., Xu, Z.H., Li, L.P. and Xue, Y.G. (2015b), "Shape optimization for partial double-layer spherical reticulated shells of pyramidal system", Struct. Eng. Mech., 55, 555-581. https://doi.org/10.12989/sem.2015.55.3.555

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