Abstract
A model is presented for cost optimization of reinforced concrete (RC) flat slabs of arbitrary configuration in irregular highrise building structures. The model is general and can include any combination of columns and shear walls in the plan with or without openings and perimeter beams. A general cost function is formulated for flat slabs of arbitrary configurations taking into account not only the cost of concrete and steel materials but also construction cost. The nonlinear cost optimization problem is solved using the robust neural dynamics model of Adeli and Park. The methodology was applied to two flat slab examples in a real-life 36-story building structure. The methodology not only automates the process of RC slab design but also results in cost savings in the order of 6.7–9 %.
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References
Adeli H (ed) (1994) Advances in design optimization. Chapman and Hall, London
Adeli H, Park HS (1995a) A neural dynamics model for structural optimization - theory. Comput Struct 57(3):383–390
Adeli H, Park HS (1995b) Optimization of space structures by neural dynamics. Neural Netw 8(5):769–781
Adeli H, Park HS (1998) Neurocomputing for design automation. CRC Press, Boca Raton
Adeli H, Sarma K (2006) Cost optimization of structures—fuzzy logic, genetic algorithms, and parallel computing. Wiley, West Sussex
Ahmadkhanlou F, Adeli H (2005) Optimum cost design of reinforced concrete slabs using neural dynamics model”. Eng Appl Artif Intell 18(1):65–72
Aldwaik M, Adeli H (2014) Advances in optimization of highrise building structures. Struct Multidiscip Optim. doi:10.1007/s00158-014-1148-1
Bolourchi A, Masri SF, Aldraihem OJ (2015) Studies into computational intelligence and evolutionary approaches for model-free identification of hysteretic systems. Comput-Aided Civil Infrastruct Eng 30(5):330–346
Cabessa J, Siegelmann HT (2014) The super-turing computational power of evolving recurrent neural networks. Int J Neural Syst 24(8):1450029 (22 pages)
Chaves L, Cunha J (2014) Design of carbon fiber reinforcement of concrete slabs using topology optimization”. Construct Build Mater 73:688–698
Cunha J, Chaves L (2014) The use of topology optimization in disposing carbon fiber reinforcement for concrete structures”. Struct Multidiscip Optim 49(6):1009–1023
El Semelawy M, Nassef A, El Damatty A (2012) Design of prestressed concrete flat slab using modern heuristic optimization techniques”. Expert Syst Appl 39(5):5758–5766
Forcael E, González V, Orozco F, Vargas S, Moscoso P, Pantoja A (2014) Ant colony optimization model for tsunamis evacuation routes. Comput-Aided Civil Infrastruct Eng 29(10):723–737
Gurubel KJ, Alanis AY, Sanchez EN, Carlos-Hernandez S (2014) A Neural observer with time-varying learning rate: analysis and applications. Int J Neural Syst 24(1):1450011 (15 pages)
Hossain H, Olufemi O (2005) Design optimization of simply supported concrete slabs by finite element modeling”. Struct Multidiscip Optim 30(1):76–88
Iacca G, Caraffini F, Neri F (2014) Multi-strategy coevolving aging particle optimization. Int J Neural Syst 24(1):1450008 (19 pages)
Jia L, Wang Y, Fan L (2014) Multiobjective bilevel optimization for production-distribution planning problems using hybrid genetic algorithm. Integra Comput-Aid Eng 21(1):77–90
Joly MM, Verstraete T, Paniagua G (2014) Integrated multifidelity, multidisciplinary evolutionary design optimization of counterrotating compressors. Integra Comput-Aid Eng 21(3):249–261
Kim H, Adeli H (2001) Discrete cost optimization of composite floors using a floating point genetic algorithm”. Eng Optim 33(4):485–501
Kociecki M, Adeli H (2013) Two-phase genetic algorithm for size optimization of free-form steel space-frame roof structures. J Constr Steel Res 90:283–296
Kociecki M, Adeli H (2014) Two-phase genetic algorithm for topology optimization of free-form steel space-frame roof structures with complex curvatures. Eng Appl Artif Intell 32:218–227
Kociecki M, Adeli H (2015) Shape optimization of free-form steel space-frame roof structures with complex geometries using evolutionary computing. Eng Appl Artif Intell 38:168–182
Koppert M, Kalitzin S, Velis D, Lopes da Silva F, Viergever MA (2014) Dynamics of collective multi-stability in models of distributed neuronal systems. Int J Neural Syst 24(2):1430004 (10 pages)
Lee HGCY, Lee DE, Arditi D (2015) An advanced stochastic time-cost tradeoff analysis based on a CPM-guided multi-objective genetic algorithm. Comput-Aid Civil Infrastruct Eng 30(10):824–842
Lin DY, Ku YH (2014) Using genetic algorithms to optimize stopping patterns for passenger rail transportation”. Comput-Aid Civil Infrastruct Eng 29(4):264–278
Menendez H, Barrero DF, Camacho D (2014) A genetic graph-based approach to the partitional clustering. Int J Neural Syst 24(3):1430008 (19 pages)
Molina-García M, Calle-Sánchez J, González-Merino C, Fernández-Durán A, Alonso JI (2014) Design of in-building wireless networks deployments using evolutionary algorithms. Integrat Comput-Aid Eng 21(4):367–385
Nilson A, Darwin D, Dolan C (2010) Design of concrete structures, 14th edn. McGraw-Hill Education, New York
Nimtawat A, Nanakorn P (2010) A genetic algorithm for beam–slab layout design of rectilinear floors. Eng Struct 32(11):3488–3500
Paris PCD, Pedrino EC, Nicoletti MC (2015) Automatic learning of image filters using Cartesian genetic programming. Integrat Comput-Aid Eng 22(2):135–151
Rashidi S, Ranjitkar P (2015) Bus dwell time modeling using gene expression programming. Comput-Aid Civil Infrastruct Eng 30(6):478–489
Reyes O, Morell C, Ventura S (2014) Evolutionary feature weighting to improve the performance of multi-label lazy algorithms. Integrat Comput-Aid Eng 21(4):339–354
RSMeans (2015) RSMeans building construction cost data, 73rd edn. RSMeans, Norwell
Sahab MG, Ashour AF, Toropov VV (2005a) Cost optimisation of reinforced concrete flat slab buildings”. Eng Struct 27(3):313–322
Sahab MG, Ashour AF, Toropov VV (2005b) A hybrid genetic algorithm for reinforced concrete flat slab buildings”. Eng Struct 83(8–9):551–559
Shabbir F, Omenzetter P (2015) Particle swarm optimization with sequential niche technique for dynamic finite element model updating. Comput-Aid Civil Infrastruct Eng 30(5):359–375
Sharafi P, Hadi M, Teh L (2012) Heuristic approach for optimum cost and layout design of 3D reinforced concrete frames. J Struct Eng 138(7):853–863
Winslow P, Pellegrino S, Sharma S (2010) Multi-objective optimization of free-form grid structures”. Struct Multidiscip Optim 40(1–6):257–269
Zeng Z, Xu J, Wu S, Shen M (2014) Antithetic method-based particle swarm optimization for a queuing network problem with fuzzy data in concrete transportation systems. Comput-Aid Civil Infrastruct Eng 29(10):771–800
Zhu W, Hu H, Huang Z (2014) Calibrating rail transit assignment models with genetic algorithm and automated fare collection data. Comput-Aid Civil Infrastruct Eng 29(7):518–530
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Aldwaik, M., Adeli, H. Cost optimization of reinforced concrete flat slabs of arbitrary configuration in irregular highrise building structures. Struct Multidisc Optim 54, 151–164 (2016). https://doi.org/10.1007/s00158-016-1483-5
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DOI: https://doi.org/10.1007/s00158-016-1483-5