An integrated method for sustainable performance-based optimal seismic design of RC frames with non-prismatic beams

Document Type : Article

Authors

1 School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran

2 Department of Civil Engineering, Imam Khomeini International University, Qazvin, Iran

Abstract

In the performance-based optimal seismic design, one attempts to obtain structural design variables to meet the minimum objective function satisfying the strength-based and performance-based constraints. A limited number of studies have been conducted on the performance-based optimal seismic design of reinforced concrete frames. On the other hand, due to the importance of environmental impacts, further study is necessary for the design of RC buildings with the aim of reducing CO2 emissions. In this study, a computational procedure is developed for performance-based optimal seismic design of RC frames with prismatic and non-prismatic beams. The objective functions consist of minimizing the cost and CO2 emissions. Nonlinear pushover analysis is performed for analysis of the structures. The described procedure is applied to 4-story reinforced concrete frames and the relationship between optimal cost and optimal CO2 emissions is studied for frames with prismatic beams and frames with non-prismatic beams.

Keywords

References

References
[1]      FEMA-273, “NEHRP guideline for the seismic rehabilitation of buildings. Federal Emergency Management Agency”, 1997.
[2]      Zou ,X. K. and Chan, C. M. “Optimal seismic performance-based design of reinforced concrete buildings using nonlinear pushover analysis”, Eng. Struct., vol. 27, no. 8, pp. 1289–1302, (2005). https://doi.org/10.1016/j.engstruct.2005.04.001
[3]      Zou ,X. K. and Chan, C. M. “An optimal resizing technique for seismic drift design of concrete buildings subjected to response spectrum and time history loadings”, Comput. Struct., vol. 83, pp. 1689–1704, (2005). https://doi.org/10.1016/j.compstruc.2004.10.002
[4]      Zhang ,C. and Tian , Y. “Simplified performance-based optimal seismic design of reinforced concrete frame buildings”,  Eng. Struct., vol. 185, pp. 15–25, (2019). https://doi.org/10.1016/j.engstruct.2019.01.108
[5]      Papavasileiou, G. S. and Charmpis, D. C. “Seismic design optimization of multi-storey steel-concrete composite buildings”, Comput. Struct., vol. 170, pp. 49–61, (2016). https://doi.org/10.1016/j.compstruc.2016.03.010
[6]      Gholizadeh, S. “Performance-based optimum seismic design of steel structures by a modified firefly algorithm and a new neural network”, Adv. Eng. Softw., vol. 81, pp. 50–65, (2015). https://doi.org/10.1016/j.advengsoft.2014.11.003
[7]      Kaveh, A., Farahmand Azar, B., Hadidi, A., Rezazadeh Sorochi, F. and Talatahari, S.“Performance-based seismic design of steel frames using ant colony optimization”, J. Constr. Steel Res., vol. 66, pp. 566–574, (2010). https://doi.org/10.1016/j.jcsr.2009.11.006
[8]      Zou, X. K., Chan, C. M., Li, G. and Wang, Q. “Multiobjective Optimization for Performance-Based Design of Reinforced Concrete Frames”, J. Struct. Eng., vol. 133, no. 10, pp. 1462–1474, (2007). DOI: 10.1061/(ASCE0)733-9445(2007)133:10(1462)
[9]      Mitropoulou, C. C., Lagaros, N. D. and Papadrakakis, M. “Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions”, Reliab. Eng. Syst. Saf., vol. 96, no. 10, pp. 1311–1331, (2011). https://doi.org/10.1016/j.ress.2011.04.002
[10]    Lagaros, N. D. and Magoula E. “Life-cycle cost assessment of mid-rise and high-rise steel and steel–reinforced concrete composite minimum cost building designs”, Struct. Des. Tall Spec. Build, (2011). https://doi.org/10.1002/tal.752
[11]    Kaveh, A., Laknejadi, K. and Alinejad, B. “Performance-based multi-objective optimization of large steel structures”, Acta Mech., vol. 223, no. 2, pp. 355–369, (2012). https://doi.org/10.1007/s00707-011-0564-1
[12]    Park, H. S., Hwang, J. W. and Oh, B. K. “Integrated analysis model for assessing CO2emissions, seismic performance, and costs of buildings through performance-based optimal seismic design with sustainability,” Energy Build., vol. 158, pp. 761–775, (2018). https://doi.org/10.1016/j.enbuild.2017.10.070
[13]    Pachauri, R. K. and Reisinger, A. “United Nations Intergovernmental Panel on Climate Change. Climate change 2007: synthesis report. Contribution of working groups I, II and III to the fourth assessment report of the intergovernmental panel on climate change,” Geneva, Switzerland, (2007).
[14]    Camp, C. V. and Huq, F. “CO2 and cost optimization of reinforced concrete frames using a big bang-big crunch algorithm”, Eng. Struct. J., vol. 48, no. 2, pp. 363–372, (2013). https://doi.org/10.1016/j.engstruct.2012.09.004
[15]    Camp, C. V. and Assadollahi, A. “CO2 and cost optimization of reinforced concrete footings subjected to uniaxial uplift”, J. Build. Eng., vol. 3, pp. 171–183, (2015). https://doi.org/10.1016/j.jobe.2015.07.008
[16]    Yepes,V., Gonzalez-vidosa, F., Alcala,J. and Villalba, P. “CO2-Optimization Design of Reinforced Concrete Retaining Walls Based on a VNS-Threshold Acceptance Strategy”, J. Comput. Civ. Eng., pp. 378–386, (2012). http://dx.doi.org/10.1061/(ASCE)CP.1943-5487.0000140
[17]    Kaveh, A., Izadifard, R. A. and Mottaghi, L. “Optimal design of planar RC frames considering CO2 emissions using ECBO , EVPS and PSO metaheuristic algorithms,” J. Build. Eng., vol. 28, p. 101014, (2020). https://doi.org/10.1016/j.jobe.2019.101014
[18]    Mergos, P. E. “Seismic design of reinforced concrete frames for minimum embodied CO2 emissions”, Energy Build., vol. 162, pp. 177–186, (2018). https://doi.org/10.1016/j.enbuild.2017.12.039
[19]    Yeo , D. and Gabbai, R. D. “Sustainable design of reinforced concrete structures through embodied energy optimization”, Energy Build., vol. 43, no. 8, pp. 2028–2033, (2011). https://doi.org/10.1016/j.enbuild.2011.04.014
[20]    Oh, B. K., Park, J. S., Choi, S. W. and Park, H. S. “Design model for analysis of relationships among CO2 emissions, cost, and structural parameters in green building construction with composite columns”,  Energy Build., vol. 118, pp. 301–315, (2016). https://doi.org/10.1016/j.enbuild.2016.03.015
[21]    McKinstray, R., Lim, J. B. P., Tanyimboh, T. T., Phan, D. T. and Sha,W. “Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections”, Eng. Struct., vol. 111, pp. 505–524, (2016). https://dx.doi.org/10.1016/j.engstruct.2015.12.028
[22]    Kaveh, A., Kabir, M. Z., and Bohlool, M. “Optimum design of three-dimensional steel frames with prismatic and non-prismatic elements”,  Eng. Comput., no. 123456789, (2019). https://doi.org/10.1007/s00366-019-00746-9
[23]    Solat Yavari, M., Du, G., Pacoste, C. and Karoumi, R. “Environmental Impact Optimization of Reinforced Concrete Slab Frame Bridges”, J. Civ. Eng. Archit., vol. 11, no. 4, (2017). doi: 10.17265/1934-7359/2017.04.001
[24]    Kaveh, A., Mottaghi,L. and Izadifard, R. A. “Sustainable design of reinforced concrete frames with non-prismatic beams”,  Eng. Comput., no. 123456789, (2020). https://doi.org/10.1007/s00366-020-01045-4
[25]    A. C. Institute, Building code requirements for structural concrete and commentary, ACI 318-08. (2008).
[26]    FEMA-356, “Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency”,  (2000).
[27]    Fathali, M. A. and Hoseini Vaez, S. R. “Optimum performance-based design of eccentrically braced frames,” Eng. Struct., vol. 202, (2020). https://doi.org/10.1016/j.engstruct.2019.109857
[28]    Moehle, J.P. and Mahin, S.A “Observations on the behavior of reinforced concrete buildings during earthquakes”,  American Concrete Institute SP-127. (1991).
[29]    PEERS and OpenSEES, “Open System for Earthquake Engineering Simulation, Pacific Earthquake Engineering Research Centre,” University of California, Berkeley, (2012).
[30]    The Language of Technical Computing, MATLAB. Math Works Inc, (2016).
[31]    Kaveh, A. and Mahdavi, V. R. “Colliding bodies optimization : A novel meta-heuristic method”, Comput. Struct., vol. 139, pp. 18–27, (2014). https://doi.org/10.1016/j.compstruc.2014.04.005
[32]    Kaveh , A. and Ilchi  Ghazaan, M. “Enhanced colliding bodies optimization for design problems with continuous and discrete variables” Adv. Eng. Softw., vol. 77, pp. 66–75, (2014). https://doi.org/10.1016/j.advengsoft.2014.08.003
[33]    Kaveh, A. and Ghafari, M. H. “Optimum design of castellated beams: Effects of composite action and semi-rigid connections”, Sci. Iran., vol. 25, no. 1, pp. 162–173, (2018). https://doi.org/10.24200/sci.2017.4195
[34]    Kaveh, A. and Sabeti, S. “Optimal design of monopile offshore wind turbine structures using CBO, ECBO, and VPS algorithms”, Sci. Iran., vol. 26, no. 3A, pp. 1232–1248, (2019). https://doi.org/10.24200/sci.2018.20090
[35]    Kaveh, A. and Ilchi Ghazaan, M. “A new meta-heuristic algorithm : vibrating particles system”,  Sci. Iran., vol. 24, no. 2, pp. 1–32, (2017). https://doi.org/10.24200/sci.2017.2417
[36]    Kaveh, A., Hoseini Vaez, S. R. and Hosseini, P. “Enhanced vibrating particles system algorithm for damage identification of truss structures”,  Sci. Iran., vol. 26, no. 1A, pp. 246–256, (2019). https://doi.org/10.24200/sci.2017.4265
[37]    Eberhart , R. and Kennedy, J. “A new optimizer using particle swarm theory”,  Proc. sixth Int. Symp. micro Mach. Hum. Sci., pp. 1942–1948, (1995). https://doi.org/10.1109/MHS.1995.494215
[38]    Kazemzadeh Azad, S. “Seeding the initial population with feasible solutions in metaheuristic optimization of steel trusses”,  Eng. Optim., vol. 273, no. February, (2017). http://dx.doi.org/10.1080/0305215X.2017.1284833
[39]   Kazemzadeh Azad, S., Hasançebi, O. and Kazemzadeh Azad, S. “ Upper bound strategy for  metaheuristic based design optimization of steel frames”,  Adv. Eng. Softw., 57: 19-32, (2013). https://doi.org/10.1016/j.advengsoft.2012.11.016
Scientia Iranica
Volume 28, Issue 5
Transactions on Civil Engineering (A)
September and October 2021
Pages 2596-2612

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