Year 2020,
Volume: 38 Issue: 3, 1415 - 1425, 05.10.2021
Tayfun Dede
Maksym Grzywıńskı
Ravipudi Venkata Rao
Barbaros Atmaca
References
- [1] Kaveh A. and Moradveisi M., (2017) Size and Geometry Optimization of Double-Layer Grids Using CBO and ECBO Algorithms, Iran J Sci Technol Trans Civ Eng, vol. 41, pp. 101–112.
- [2] Makowski Z.S. (2016) Analysis, Design and Construction of Braced Barrel Vaults, Taylor & Francis, e- Library 1–144.
- [3] Jadhav S. and Patil P.S., (2019) A Study on the Behaviour of Double Layer Steel Braced Barrel Vaults, International Research Journal of Engineering and Technology, vol. 6, 7180-7184.
- [4] Kaveh A., Mirzaei B. and Jafarvand A., (2014) Optimal design of double layer barrel vaults using improved magnetic charged system search, Asian Journal of Civil Engineering, vol. 15(1), 135-154
- [5] Kaveh A., Mirzaei B. and Jafarvand A., (2013) Optimal Design Of Single-Layer Barrel Vault Frames Using Improved Magnetic Charged System Search, International Journal of Optimization in Civil Engineering, vol. 3(4), 575-600.
- [6] Kaveh A. and Moradveisi M., (2016), Optimal Design of Double-Layer Barrel Vaults Using CBO and ECBO Algorithms. Iran J Sci Technol Trans Civ Eng, vol. 40, 167–178,
- [7] Kaveh A., Mirzaei B. and Jafarvand A, (2014) Shape-size optimization of single-layer barrel vaults using improved magnetic charged system search, Asian Journal of Civil Engineering, vol. 12(4), 447-465.
- [8] Tunca O., Aydogdu I. and Carbas S., (2017) Optimum Design of Braced Barrel Vault Systems Using Cold-Formed Steel Sections, E - Journal 15, pp. 9-16.
- [9] Hasançebi O. and Kazemzadeh Azad S., (2013) Reformulations of Big Bang-Big Crunch Algorithm for Discrete Structural Design Optimization, International Journal of Civil and Environmental Engineering, vol. 7(2), 139-150.
- [10] Hasançebi O., Çarbaş S. and Saka M.P., (2011) A Reformulation of the Ant Colony Optimization Algorithm for Large Scale Structural Optimization, Proceedings of the Second International Conference on Soft Computing Technology in Civil, Structural and Environmental
Engineering, 1-18.
- [11] Hasançebi O. and Çarbaş S., (2011) Ant Colony Search Method In Practical Structural Optimization, International Journal Of Optimization In Civil Engineering, vol. 1, 91-105.
- [12] M. Grzywiński, (2015) Optimization of Double-Layer Braced Barrel Vaults, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, vol. 15, no. 2, paper #06.
- [13] Rao R. V. (2020), Rao algorithms: Three metaphor-less simple algorithms for solving optimization problems, International Journal of Industrial Engineering Computations, vol. 11, 107–130.
- [14] American Institute of Steel Construction (AISC), (1994) Manual of Steel Construction-Load & Resistance Factor Design (AISC-LRFD), 2nd edition, Chicago, USA.
- [15] American Institute of Steel Construction (AISC), (1989) Manual of Steel Construction Allowable Stress Design (ASD-AISC), 9th edition, Chicago, Illinois, USA.
- [16] SAP2000. Computers & Structures, CALIFORNIA, 2016.
- [17] Kaveh A. and Eftekhar B., (2012) Optimal design of double layer barrel vaults using an improved hybrid big bang-big crunch method, Asian Journal of Civil Engineering (Building and Housing), vol. 13, 465-487.
THE SIZE OPTIMIZATION OF STEEL BRACED BARREL VAULT STRUCTURE BY USING RAO-1 ALGORITHM
Year 2020,
Volume: 38 Issue: 3, 1415 - 1425, 05.10.2021
Tayfun Dede
Maksym Grzywıńskı
Ravipudi Venkata Rao
Barbaros Atmaca
Abstract
The barrel vault structures are built by using enough aches side by side along with the distance. This type of structure has been preferred to construct from past to present. In the last century, the barrel vault structure frequently used to cover large span areas by using steel structural elements. The aim of this study is to present the optimization of steel double barrel vault structures without violating the some structural constraints such as nodal displacement, stresses and the buckling of the compression line element according to the AISC-ASD. For this purpose, a 384-bar double-layer barrel vault structure was selected as an example. The three dimensional (3D) finite element model (FEM) of the double-layer barrel vault structure was created with SAP2000. Analysis of the 3D FEM was conducted under the vertical concentrated loads which is are applied to the non-supporting joints of top barrel vault. In the optimization process a new proposed algorithm named Rao 1 is preferred. The MATLAB programming is used the data transfer from the SAP2000 for sending design variables and getting the stresses and nodal displacement of the structure. The efficiency of the optimization process was shown by comparisons with the available results in the literature.
References
- [1] Kaveh A. and Moradveisi M., (2017) Size and Geometry Optimization of Double-Layer Grids Using CBO and ECBO Algorithms, Iran J Sci Technol Trans Civ Eng, vol. 41, pp. 101–112.
- [2] Makowski Z.S. (2016) Analysis, Design and Construction of Braced Barrel Vaults, Taylor & Francis, e- Library 1–144.
- [3] Jadhav S. and Patil P.S., (2019) A Study on the Behaviour of Double Layer Steel Braced Barrel Vaults, International Research Journal of Engineering and Technology, vol. 6, 7180-7184.
- [4] Kaveh A., Mirzaei B. and Jafarvand A., (2014) Optimal design of double layer barrel vaults using improved magnetic charged system search, Asian Journal of Civil Engineering, vol. 15(1), 135-154
- [5] Kaveh A., Mirzaei B. and Jafarvand A., (2013) Optimal Design Of Single-Layer Barrel Vault Frames Using Improved Magnetic Charged System Search, International Journal of Optimization in Civil Engineering, vol. 3(4), 575-600.
- [6] Kaveh A. and Moradveisi M., (2016), Optimal Design of Double-Layer Barrel Vaults Using CBO and ECBO Algorithms. Iran J Sci Technol Trans Civ Eng, vol. 40, 167–178,
- [7] Kaveh A., Mirzaei B. and Jafarvand A, (2014) Shape-size optimization of single-layer barrel vaults using improved magnetic charged system search, Asian Journal of Civil Engineering, vol. 12(4), 447-465.
- [8] Tunca O., Aydogdu I. and Carbas S., (2017) Optimum Design of Braced Barrel Vault Systems Using Cold-Formed Steel Sections, E - Journal 15, pp. 9-16.
- [9] Hasançebi O. and Kazemzadeh Azad S., (2013) Reformulations of Big Bang-Big Crunch Algorithm for Discrete Structural Design Optimization, International Journal of Civil and Environmental Engineering, vol. 7(2), 139-150.
- [10] Hasançebi O., Çarbaş S. and Saka M.P., (2011) A Reformulation of the Ant Colony Optimization Algorithm for Large Scale Structural Optimization, Proceedings of the Second International Conference on Soft Computing Technology in Civil, Structural and Environmental
Engineering, 1-18.
- [11] Hasançebi O. and Çarbaş S., (2011) Ant Colony Search Method In Practical Structural Optimization, International Journal Of Optimization In Civil Engineering, vol. 1, 91-105.
- [12] M. Grzywiński, (2015) Optimization of Double-Layer Braced Barrel Vaults, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, vol. 15, no. 2, paper #06.
- [13] Rao R. V. (2020), Rao algorithms: Three metaphor-less simple algorithms for solving optimization problems, International Journal of Industrial Engineering Computations, vol. 11, 107–130.
- [14] American Institute of Steel Construction (AISC), (1994) Manual of Steel Construction-Load & Resistance Factor Design (AISC-LRFD), 2nd edition, Chicago, USA.
- [15] American Institute of Steel Construction (AISC), (1989) Manual of Steel Construction Allowable Stress Design (ASD-AISC), 9th edition, Chicago, Illinois, USA.
- [16] SAP2000. Computers & Structures, CALIFORNIA, 2016.
- [17] Kaveh A. and Eftekhar B., (2012) Optimal design of double layer barrel vaults using an improved hybrid big bang-big crunch method, Asian Journal of Civil Engineering (Building and Housing), vol. 13, 465-487.