Machine learning based modelling for estimation of the fundamental time period of precast concrete structures using computer programming
DOI:
https://doi.org/10.14311/CEJ.2021.02.0041Keywords:
Fundamental time period, Precast concrete, Machine learning, Support vector machinesAbstract
This research investigated the capability of machine learning approaches to evaluate the fundamental time period (FTP) of precast concrete structures. Data set consisting of 288 models with shear wall and beam-column frame structures. The 288 models were analysed using Etabs software and Rstudio. Input parameters consisted of the height of the building, number of bays, length and breadth of the building, cracked or uncracked section, number of storeys and frame type on the FTP of precast concrete structures. Out of 288 models, for testing 108 arbitrary selected models were used and the remaining 180 models were used for training. Linear (LRF), polynomial (PLF) and radial basis (RBF) kernel functions were used for machine learning approach i.e support vector machines (SVM) and gaussian process (GPR). Evaluation of results suggests that linear function-based support vector machines performed well as compared to gaussian process regression. The accuracy of the machine learning approaches was verified through comparison with the available equations to evaluate the FTP in literature.
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Abounia Omran, Behzad & Chen, Q. & Jin, Ruoyu. (2016). Comparison of Data Mining Techniques for Predicting Compressive Strength of Environmentally Friendly Concrete. Journal of Computing in Civil Engineering. 30. 04016029. 10.1061/(ASCE)CP.1943-5487.0000596.
Applied Technology Council (ATC) (1978) Tentative provision for the development of seismic regulations for buildings. Report No. ATC3-06. Applied Technology Council, Redwood.
Asteris PG, Repapis CC, Tsaris AK, Di Trapani F, Cavaleri L(2015) Parameters affecting the fundamental period of infilled RC frame structures. Earthq Struct 9(5):999-1028.
Asteris PG, Tsaris AK, Cavaleri L, Repapis CC, Papalou A, Di Trapani F, Karypidis DF (2016) Prediction of the fundamental period of RC frame structures using artificial neural net-works. Comput Intell Neurosci 016:5104907
Asteris PG, Repapis CC, Repapi EV, Cavaleri L (2017) Fundamental period of infilled reinforced concrete frame struct Infrastruct Eng 13(7):929-941
Asteris PG, Repapis CC, Foskolos F, Fotos A, Tsaris AK(2017) Fundamental period of infilled RC frame structures with vertical irregularity. Struct Eng Mech 61(5):663-674
Asteris, P.G., Nikoo, M. Artificial bee colony-based neural network for the prediction of the fundamental period of infilled frame structures. Neural Comput & Applic 31, 4837–4847 (2019). https://doi.org/10.1007/s00521-018-03965-1
Chen T, Morris J, Martin E(2007) Gaussian process regression for multivariate spectroscopic calibration, Chemometr Intell lab Syst 87(1):59-71. https://doi.org/10.1016/j. chemolab.2006.09.004
Chiauzzi L, Masi A, Mucciarelli M, Cassidy JF, Kutyn K, Traber J, Ventura C, Yao F (2012) Estimate of fundamental period of reinforced concrete buildings: code provisions vs. experimental measures in Victoria and Vancouver (BC, Canada). In: Proceedings of 15th world conference on earthquake engineering 2012 (15WCEE), Lisbon
Cortes C, Vapnik VN. Support vector networks. Mach Learn 1995;20(3):273-97.
Crowley H, Pinho R (2004) Period-height relationship for existing European reinforced concrete buildings. J Earthq Eng 8(1):93-119, https://doi.org/10.1080/13632460409350522
Crowley H, Pinho R (2006) Simplified equations for estimating the period of vibration of existing buildings. In: Proceedings of seismology, Geneva, 3-8 sept, Paper Number1122
E-Tabs (2015)- Integrated software for structural analysis and design. Version 15.0. Berkeley. Computer & Structures, Inc 2015.
Eurocode 2: Design of concrete structured-Part 1-1: general rules and rules for buildings (2004) EN 1992-1-1, Comite Europeen de Normalisation
Eurocode 8: Design of structures for earthquake resistance. Part pp 1-1998. European Standard EN Brussels
European Committee for Standardization CEN (2004) Eurocode 8: design of structures for earthquake resistance -part 1: general rules, seismic actions and rules for buildings. European Standard EN 1998-1
FEMA-450 (2003) NEHRP recommended provisions for seismic regulations for new buildings and other structures. Part 1: provisions. Federal Emergency Management Agency, Washington
Goel RK, Chopra AK (1997) periods formulas for moment resisting frame buildings. ASCE J Struct Eng123(11):1454-1461. http://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1454)
Guler K, Yuksel E, Kocak A (2008) Estimation of the fundamental period of existing RC buildings in Turkey utilizing ambient vibration records. J Earthq Eng 12(S2):140-150. http://doi.org/10.1080/13632460802013909.
IS 1893 (Part 1)- 2016: Indian standard criteria for Earthquake Resistant Design of Structures, Part 1- General Provisions and Buildings (Sixth Revision), Bereau of Indian Standards, New Delhi.
Pal M, Deswal S (2008) Modeling pile capacity using support vector machines and generalized regression neural network. J Geotech Geoenviron Eng 134(7):1021-1024. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:7(1021)
Pal M, Deswal S (2010) Modelling pile capacity using Gaussian process regression. Comput Geotech 37(7):942-947. https://doi.org/10.1061/j.compgeo.2010.07.012
Pal M, Deswal S (2011) Support Vector regression based shear strength modelling of deep beams, computer and structures 89 (2011):1430-1439.
Platt JC. Fast training of support vector machines using sequential minimal optimization. In: Scholkopf B, Burges C, Smola A, editors. Advances in kernels methods: support vector machines . Cambridge, MA: MIT Press:1999.
RStudio Team (2015). RStudio: Integrated Development for R. RStudio, Inc., Boston, MA. http://www.rstudio.com/.
Sung AH, Mukkamala S. Identifying important features for intrusion detection using support vector machines and neural networks. In: Workshop on statistical and machine learning techniques in computer intrusion detection, June 11-13, Johns Hopkins University, US: 2002.
S Varadharajan, V.K. Sehgal, B. Saini, Fundamental time period of RC setback Buildings, Concrete Research Letters, vol.5, pp. 901-935, 2014b.
UBC (1997). International conference of building officials (ICBO), Uniform Building Code. Whittier, California, 1997
Vapnik VN. Statistical learning theory, New York: John Wiley and Sons; 1988.
Vapnik VN. The nature of statistical learning theory. New York: Springer- Verlag: 1995.
Witten IH, Frank E. Data mining: practical machine learning tools and techniques. 2nd ed. San Franciso: Morgan Kaulmann; 2005.
William F. Baker et al. The Challenges in Designing the World’s Tallest Structure: The Burj Dubai Tower, Structures 2009: Don't Mess with Structural Engineers American Society of Civil Engineers, 2012
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Accepted 2021-06-19
Published 2021-07-28