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http://dx.doi.org/10.12989/scs.2020.34.5.743

Computational estimation of the earthquake response for fibre reinforced concrete rectangular columns  

Liu, Chanjuan (School of Computer Science and Technology, Dalian University of Technology)
Wu, Xinling (South China Business College, Guang Dong University of Foreign Studies)
Wakil, Karzan (Research Center, Sulaimani Polytechnic University)
Jermsittiparsert, Kittisak (Department for Management of Science and Technology Development, Ton Duc Thang University)
Ho, Lanh Si (Institute of Research and Development, Duy Tan University)
Alabduljabbar, Hisham (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University)
Alaskar, Abdulaziz (Department of Civil Engineering, College of Engineering, King Saud University)
Alrshoudi, Fahed (Department of Civil Engineering, College of Engineering, King Saud University)
Alyousef, Rayed (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University)
Mohamed, Abdeliazim Mustafa (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University)
Publication Information
Steel and Composite Structures / v.34, no.5, 2020 , pp. 743-767 More about this Journal
Abstract
Due to the impressive flexural performance, enhanced compressive strength and more constrained crack propagation, Fibre-reinforced concrete (FRC) have been widely employed in the construction application. Majority of experimental studies have focused on the seismic behavior of FRC columns. Based on the valid experimental data obtained from the previous studies, the current study has evaluated the seismic response and compressive strength of FRC rectangular columns while following hybrid metaheuristic techniques. Due to the non-linearity of seismic data, Adaptive neuro-fuzzy inference system (ANFIS) has been incorporated with metaheuristic algorithms. 317 different datasets from FRC column tests has been applied as one database in order to determine the most influential factor on the ultimate strengths of FRC rectangular columns subjected to the simulated seismic loading. ANFIS has been used with the incorporation of Particle Swarm Optimization (PSO) and Genetic algorithm (GA). For the analysis of the attained results, Extreme learning machine (ELM) as an authentic prediction method has been concurrently used. The variable selection procedure is to choose the most dominant parameters affecting the ultimate strengths of FRC rectangular columns subjected to simulated seismic loading. Accordingly, the results have shown that ANFIS-PSO has successfully predicted the seismic lateral load with R2 = 0.857 and 0.902 for the test and train phase, respectively, nominated as the lateral load prediction estimator. On the other hand, in case of compressive strength prediction, ELM is to predict the compressive strength with R2 = 0.657 and 0.862 for test and train phase, respectively. The results have shown that the seismic lateral force trend is more predictable than the compressive strength of FRC rectangular columns, in which the best results belong to the lateral force prediction. Compressive strength prediction has illustrated a significant deviation above 40 Mpa which could be related to the considerable non-linearity and possible empirical shortcomings. Finally, employing ANFIS-GA and ANFIS-PSO techniques to evaluate the seismic response of FRC are a promising reliable approach to be replaced for high cost and time-consuming experimental tests.
Keywords
ANFIS; PSO; GA; ELM; fibre-reinforced concrete; Seismic response; compressive strength;
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91 Xu, Y. and Chung, D. (2000), "Reducing the drying shrinkage of cement paste by admixture surface treatments", Cement Concrete Res., 30(2), 241-245. https://doi.org/10.1016/S0008-8846(99)00239-2.   DOI
92 Zhao, J.M., Chen, Z.G., Mehrmashhadi, J. and Bobaru, F. (2018), "Construction of a peridynamic model for transient advectiondiffusion problems", Int. J. Heat Mass Transfer, 126, 1253-1266. DOI: 10.1016/j.ijheatmasstransfer.2018.06.075.   DOI
93 Shariati, M. (2008), Assessment of Building Using None-destructive Test Techniques (ultra Sonic Pulse Velocity and Schmidt Rebound Hammer), Universiti Putra Malaysia.
94 Shariati, M. (2013), Behaviour of C-shaped Shear Connectors in Stell Concrete Composite Beams, Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
95 Shariati, M., Heirati, A., Zandi, Y., Laka, H., Toghroli, A., Kianmehr, P., Safa, M., Salih, M.N. and Poi-Ngian, S. (2019a), "Application of waste tire rubber aggregate in porous concrete", Smart Struct. Syst., 24(4), 553-566. https://doi.org/10.12989/sss.2019.24.4.553.   DOI
96 Zandi, Y., Shariati, M., Marto, A., Wei, X., Karaca, Z., Dao, D., Toghroli, A., Hashemi, M.H., Sedghi, Y. and Wakil, K. (2018), "Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake", Steel Compos. Struct., 28(4), 439-447. https://doi.org/10.12989/scs.2018.28.4.439.   DOI
97 Zhao, J., Chen, Z., Mehrmashhadi, J. and Bobaru, F. (2019), "A stochastic multiscale peridynamic model for corrosion-induced fracture in concrete", DOI: 10.31224/osf.io/mkzp5.
98 Ziaei-Nia, A., Shariati, M. and Elnaz;, S. (2018), "Dynamic mix design optimization of high-performance concrete", Steel Compos. Struct., 29(1), 67-75. https://doi.org/10.12989/scs.2018.29.1.067.   DOI
99 Zollo, R.F. (1997), "Fiber-reinforced concrete: an overview after 30 years of development", Cement Concrete Compos., 19(2), 107-122. https://doi.org/10.1016/S0958-9465(96)00046-7.   DOI
100 Whitley, D. (1994). "A genetic algorithm tutorial", Statistics Comput., 4(2), 65-85.   DOI
101 Ismail, M., Shariati, M., Abdul Awal, A.S.M., Chiong, C.E., Sadeghipour Chahnasir, E., Porbar, A., Heydari, A. and khorami, M. (2018), "Strengthening of bolted shear joints in industrialized ferrocement construction", Steel Compos. Struct., 28(6), 681-690. https://doi.org/10.12989/scs.2018.28.6.681.   DOI
102 "Optimizing weights of artificial neural networks using genetic algorithms", Int. J. Adv. Res. Comput. Sci. Electron. Eng., 1(10), 47-51.
103 Jalali, A., Daie, M., Nazhadan, S.V.M., Kazemi-Arbat, P. and Shariati, M. (2012), "Seismic performance of structures with pre-bent strips as a damper", Int. J. Phys. Sci., 7(26), 4061-4072.
104 Shariati, M., Mahmoudi Azar, S., Arjomand, M.A., Salmani Tehrani, H., Daei, M. and Safa, M. (2019d), "Comparison of dynamic behavior of shallow foundations based on pile and geosynthetic materials in fine-grained clayey soils", Geomech. Eng., 20(2), 473-484. https://doi.org/10.12989/gae.2020.20.2.000.
105 Shariati, M., Mafipour, M.S., Haido, J.H., Yousif, S.T., Toghroli, A., Trung, N.T. and Shariati, A. (2020), "Identification of the most influencing parameters on the properties of corroded concrete beams using an adaptive Neuro-Fuzzy Inference System (ANFIS)", Steel Compos. Struct., 34(1). http://doi.org/10.12989/scs.2020.34.1.000.
106 Shariati, M., Mafipour, M.S., Mehrabi, P., Bahadori, A., Zandi, Y., Salih, M.N.A., Nguyen, H., Dou, J., Song, X. and Poi-Ngian, S. (2019b), "Application of a hybrid artificial neural network-particle swarm optimization (ANN-PSO) model in behavior prediction of channel shear connectors embedded in normal and high-strength concrete", Appl. Sci., 9(24), 5534.   DOI
107 Shariati, M., Mafipour, M.S., Mehrabi, P., Zandi, Y., Dehghani, D., bahadori, A., Shariati, A., Trung, N.T., Salih, M.N. and Poi-Ngian, S. (2019c), "Application of Extreme Learning Machine (ELM) and Genetic Programming (GP) to design steel-concrete composite floor systems at elevated temperatures", Steel Compos. Struct., 33(3), 319-332. https://doi.org/10.12989/scs.2019.33.3.319.   DOI
108 Kennedy, J. and Eberhart, R.C. (1997), "A discrete binary version of the particle swarm algorithm", Proceedings of the 1997 IEEE International conference on systems, man, and cybernetics. Computational cybernetics and simulation, IEEE.
109 Jang, J.S. (1993), "ANFIS: adaptive-network-based fuzzy inference system", IEEE T. Syst., Man, Cy., 23(3), 665-685.   DOI
110 Katebi, J., Shoaei-parchin, M., Shariati, M., Trung, N.T. and Khorami, M. (2019), "Developed comparative analysis of metaheuristic optimization algorithms for optimal active control of structures", Eng. With Comput., 1-20.
111 Khorami, M., Alvansazyazdi, M., Shariati, M., Zandi, Y., Jalali, A. and Tahir, M. (2017a), "Seismic performance evaluation of buckling restrained braced frames (BRBF) using incremental nonlinear dynamic analysis method (IDA)", http://dx.doi.org/10.12989/eas.2017.13.6.531.   DOI
112 Khorami, M., Khorami, M., Motahar, H., Alvansazyazdi, M., Shariati, M., Jalali, A. and Tahir, M.M. (2017b), "Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis", https://doi.org/10.12989/sem.2017.63.2.259.   DOI
113 Shariati, A., Ramli Sulong, N.H., Suhatril, M. and Shariati, M. (2012a), "Investigation of channel shear connectors for composite concrete and steel T-beam", Int. J. Phys. Sci., 7(11), 1828-1831. DOI: 10.5897/IJPS11.1604.
114 Shariati, M., Ramli Sulong, N.H. and Arabnejad Khanouki, M.M. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures, 21 - 23 July, 2010, Sydney, Australia, Research Publishing Services.
115 Shariati, M., Mahmoudi Azar, S., Arjomand, M.A., Salmani Tehrani, H., Daei, M. and Safa, M. (2019e), "Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load", Geomech. Eng., 19(8). 87-101. https://doi.org/10.12989/gae.2020.20.2.087.
116 Khorramian, K., Maleki, S., Shariati, M., Jalali, A. and Tahir, M. (2017), "Numerical analysis of tilted angle shear connectors in steel-concrete composite systems", Steel Compos. Struct., 23(1), 67-85. https://doi.org/10.12989/scs.2017.23.1.067.   DOI
117 Khorramian, K., Maleki, S., Shariati, M. and Ramli Sulong, N.H. (2015), "Behavior of tilted angle shear connectors", PLoS One, 10(12), e0144288. 10.1371/journal.pone.0144288.   DOI
118 Khorramian, K., Maleki, S., Shariati, M. and Sulong, R.N. (2016), "Behavior of tilted angle shear connectors (vol 10, e0144288, 2015)", PLoS One, 11(2).
119 Shariati, M., Rafiei, S., Mehrabi, P., Zandi, Y., Fooladvand, R., Gharehaghaj, B., Shariati, A., Trung, N.T., Salih, M.N. and Poi-Ngian, S. (2019f), "Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete", Adv. Concrete Constr., 8(3), 225-237. https://doi.org/10.12989/acc.2019.8.3.225   DOI
120 Shariati, M., Ramli Sulong, N., Suhatril, M., Shariati, A., Arabnejad Khanouki, M. and Sinaei, H. (2012c), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Proceedings of the 5th International Conference on Engineering Failure Analysis 1-4 July 2012, Hilton Hotel, The Hague, The Netherlands.
121 Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Mahoutian, M. (2011a), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Sci. Res. Essays, 6(4), 977-983.
122 Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M., Shafigh, P. and Sinaei, H. (2011b), "Assessing the strength of reinforced concrete structures through Ultrasonic Pulse Velocity and Schmidt Rebound Hammer tests", Sci. Res. Essays, 6(1), 213-220.
123 Luo, Z., Sinaei, H., Ibrahim, Z., Shariati, M., Jumaat, Z., Wakil, K., Pham, B.T., Mohamad, E.T. and Khorami, M. (2019), "Computational and experimental analysis of beam to column joints reinforced with CFRP plates", Steel Compos. Struct., 30(3), 271-280. http://dx.doi.org/10.12989/scs.2019.30.3.271.   DOI
124 LeCun, Y., Bengio, Y. and Hinton, G. (2015), "Deep learning", Nature, 521(7553), 436-444.   DOI
125 Li, D.Y., Toghroli, A., Shariati, M., Sajedi, F., Bui, D.T., Kianmehr, P., Mohamad, E.T. and Khorami, M. (2019), "Application of polymer, silica-fume and crushed rubber in the production of Pervious concrete", Smart Struct. Syst., 23(2): 207-214. https://doi.org/10.12989/sss.2019.23.2.207.   DOI
126 Liu, Z. and Li, S. (2019), "Development of an ANN-based lumped plasticity model of RC columns using historical pseudo-static cyclic test data", Appl. Sci., 9(20), 4263.   DOI
127 Mansouri, I., Safa, M., Ibrahim, Z., Kisi, O., Tahir, M.M., Baharom, S.B. and Azimi, M. (2016), "Strength prediction of rotary brace damper using MLR and MARS", Struct. Eng. Mech., 60(3), 471-488. https://doi.org/10.12989/sem.2016.60.3.471.   DOI
128 Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Shariati, A. (2011c), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics (ASEM'11+), Seoul, South Korea.
129 Mansouri, I., Shariati, M., Safa, M., Ibrahim, Z., Tahir, M. and Petkovic, D. (2017), "Analysis of influential factors for predicting the shear strength of a V-shaped angle shear connector in composite beams using an adaptive neuro-fuzzy technique", J. Intel. Manufact., 1-11.
130 McCulloch, W.S. and Pitts, W. (1943), "A logical calculus of the ideas immanent in nervous activity", Bull. Math. Biophys., 5(4), 115-133.   DOI
131 Shariati, M., Ramli Sulong, N.H., Shariati, A. and Khanouki, M. A. (2015c), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926. DOI: 10.1617/s11527-015-0762-8.
132 Shariati, M., Ramli Sulong, N.H., Shariati, A. and Kueh, A.B H. (2016a), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Build. Mater., 120, 382-392. DOI: https://doi.org/10.1016/j.conbuildmat.2016.05.102.   DOI
133 Shariati, M., Ramli Sulong, N.H., Sinaei, H., Arabnejad Khanouki, M.M. and Shafigh, P. (2011d), "Behavior of channel shear connectors in normal and light weight aggregate concrete (Experimental and Analytical Study)", Adv. Mater. Res., 168, 2303-2307.   DOI
134 Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2012d), "Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study", Mater. Design, 41, 67-73. DOI: https://doi.org/10.1016/j.matdes.2012.04.039.   DOI
135 Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2012e), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Proceedings of the 5th International Conference on Engineering Failure Analysis, 1-4 July 2012, Hilton Hotel, The Hague, The Netherlands.
136 Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2013), "Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams", Struct. Eng. Mech., 46(6), 853-868. https://doi.org/10.12989/sss.2013.46.6.853.   DOI
137 McMullin, K., Astaneh-Asl, A., Fenves, G. and Fukuzawa, E. (1993), "Innovative semi-rigid steel frames for control of the seismic response of buildings", University of California.
138 Milcic, D., Milcic, M., Nojner, V. and Milovancevic, M. (2019), "Computer-aided modelling of rolling-element bearing composition by adaptive neuro-fuzzy technique", Physica A: Statistical Mechanics and its Applications.
139 Mohammadhassani, M., Akib, S., Shariati, M., Suhatril, M. and Arabnejad Khanouki, M.M. (2014a), "An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio", Eng. Fail. Anal., 41, 73-80. DOI: 10.1016/j.engfailanal.2013.08.014.   DOI
140 Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2014b), "An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups", Smart Struct. Syst., 14(5), 785-809. https://doi.org/10.12989/sss.2014.14.5.785.   DOI
141 Mohammadhassani, M., Saleh, A., Suhatril, M. and Safa, M. (2015a), "Fuzzy modelling approach for shear strength prediction of RC deep beams", Smart Struct. Syst., 16(3), 497-519. https://doi.org/10.12989/sss.2015.16.3.497.   DOI
142 Nasrollahi, S., Maleki, S., Shariati, M., Marto, A. and Khorami, M. (2018), "Investigation of pipe shear connectors using push out test", Steel Compos. Struct., 27(5), 537-543. http://dx.doi.org/10.12989/scs.2018.27.5.537.   DOI
143 Mohammadhassani, M., Saleh, A.M.D., Suhatril, M. and Safa, M. (2015b), "Fuzzy modelling approach for shear strength prediction of RC deep beams", Smart Struct. Syst., 16(3), 497-519. https://doi.org/10.12989/sss.2015.16.3.497.   DOI
144 Mohammadhassani, M., Suhatril, M., Shariati, M. and Ghanbari, F. (2014c), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), 833-848. https://doi.org/10.12989/sss.2014.48.6.833.   DOI
145 Mohammed, A.A. and Yousif, S.T. (2011), "ANN model for predicting ultimate shear strength of reinforced concrete corbels", AL Rafdain Eng. J., 19(6), 112-123.   DOI
146 Nosrati, A., Zandi, Y., Shariati, M., Khademi, K., Darvishnezhad Aliabad, M., Marto, A., Mu'azu, M., Ghanbari, E., Mandizadeh, M.B. and Shariati, A. (2018), "Portland cement structure and its major oxides and fineness", Smart Struct. Syst., 22(4), 425-432. https://doi.org/10.12989/sss.2018.22.4.425.   DOI
147 Shariati, M., Sulong, N.H.R., Shariati, A. and Kueh, A.B.H. (2016b). "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Build. Mater., 120, 382-392. DOI: 10.1016/j.conbuildmat.2016.05.102.   DOI
148 Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2013), "Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading", Constr. Build. Mater., 38, 582-593. https://doi.org/10.1016/j.conbuildmat.2012.07.050.   DOI
149 Shariati, M., Safaei Faegh, S., Mehrabi, P., Bahavarnia, S., Zandi, Y., Rezaee Masoom, D., Toghroli, A., Trung, N.T. and Salih, M. N. (2019g), "Numerical study on the structural performance of corrugated low yield point steel plate shear walls with circular openings", Steel Compos. Struct., 33(4), 569-581. https://doi.org/10.12989/scs.2019.33.4.569   DOI
150 Shariati, M., Shariati, A., Sulong, N.R., Suhatril, M. and Khanouki, M.A. (2014b), "Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete", Eng. Fail. Anal., 41, 124-134. https://doi.org/10.1016/j.engfailanal.2014.02.017.   DOI
151 Shariati, M., Tahir, M.M., Wee, T.C., Shah, S.N.R., Jalali, A., Abdullahi, M.A.M. and Khorami, M. (2018a), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Anal., 85, 149-166. DOI: 10.1016/j.engfailanal.2017.08.014.   DOI
152 Park, J.Y., Yoon, Y.G. and Oh, T.K. (2019), "Prediction of concrete strength with P-, S-, R-wave velocities by Support Vector Machine (SVM) and Artificial Neural Network (ANN)", Appl. Sci., 9(19), 4053.   DOI
153 Paknahad, M., Shariati, M., Sedghi, Y., Bazzaz, M. and Khorami, M. (2018), "Shear capacity equation for channel shear connectors in steel-concrete composite beams", Steel Compos. Struct., 28(4), 483-494. http://dx.doi.org/10.12989/scs.2018.28.4.483.   DOI
154 Park, D., Lee, T.H., Nguyen, D.D. and Park, J. (2016), "Collapse mechanism of cut-and-cover tunnels under seismic loading", Japanese Geotech. Soc. Special Publication, 2(25), 934-937.   DOI