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http://dx.doi.org/10.12989/cac.2022.29.6.375

Efficient influence of cross section shape on the mechanical and economic properties of concrete canvas and CFRP reinforced columns management using metaheuristic optimization algorithms  

Ge, Genwang (Department of Civil Engineering, Ma'anshan University)
Liu, Yingzi (Department of Civil Engineering, Anhui University of Technology)
Al-Tamimi, Haneen M. (Air Conditioning and Refrigeration Techniques Engineering Department, Al-Mustaqbal University College)
Pourrostam, Towhid (Department of Civil Engineering, Central Tehran Branch, Islamic Azad University)
Zhang, Xian (Economic and Technical Research Institute of Anhui Power Corporation)
Ali, H. Elhosiny (Advanced Functional Materials & Optoelectronic Laboratory (AFMOL), Department of Physics, Faculty of Science, King Khalid University)
Jan, Amin (Faculty of Hospitality, Tourism and Wellness, Universiti Malaysia Kelantan, City Campus)
Salameh, Anas A. (Department of Management Information Systems, College of Business Administration, Prince Sattam Bin Abdulaziz University)
Publication Information
Computers and Concrete / v.29, no.6, 2022 , pp. 375-391 More about this Journal
Abstract
This paper examined the impact of the cross-sectional structure on the structural results under different loading conditions of reinforced concrete (RC) members' management limited in Carbon Fiber Reinforced Polymers (CFRP). The mechanical properties of CFRC was investigated, then, totally 32 samples were examined. Test parameters included the cross-sectional shape as square, rectangular and circular with two various aspect rates and loading statues. The loading involved concentrated loading, eccentric loading with a ratio of 0.46 to 0.6 and pure bending. The results of the test revealed that the CFRP increased ductility and load during concentrated processing. A cross sectional shape from 23 to 44 percent was increased in load capacity and from 250 to 350 percent increase in axial deformation in rectangular and circular sections respectively, affecting greatly the accomplishment of load capacity and ductility of the concentrated members. Two Artificial Intelligence Models as Extreme Learning Machine (ELM) and Particle Swarm Optimization (PSO) were used to estimating the tensile and flexural strength of specimen. On the basis of the performance from RMSE and RSQR, C-Shape CFRC was greater tensile and flexural strength than any other FRP composite design. Because of the mechanical anchorage into the matrix, C-shaped CFRCC was noted to have greater fiber-matrix interfacial adhesive strength. However, with the increase of the aspect ratio and fiber volume fraction, the compressive strength of CFRCC was reduced. This possibly was due to the fact that during the blending of each fiber, the volume of air input was increased. In addition, by adding silica fumed to composites, the tensile and flexural strength of CFRCC is greatly improved.
Keywords
concrete canvas and CFRP; cross section shape; efficiency; management; metaheuristic optimization algorithms; reinforced columns;
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Times Cited By KSCI : 61  (Citation Analysis)
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83 Turgay, T., Polat, Z., Koksal, H.O., Doran, B. and Karakoc, C. (2010), "Compressive behavior of large-scale square reinforced concrete columns confined with carbon fiber reinforced polymer jackets", Mater. Des., 31(1), 357-364. https://doi.org/10.1016/j.matdes.2009.06.008.   DOI
84 Arabnejad Khanouki, M.M., Ramli Sulong, N.H. and Shariati, M. (2010a), "Behavior of through beam connections composed of CFSST columns and steel beams by finite element studying", Adv. Mater. Res., 168-170, 2329-2333. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2329.   DOI
85 Wen, S. and Chung, D. (1999), "Seebeck effect in carbon fiber-reinforced cement", Cement Concrete Res., 29(12), 1989-1993. https://doi.org/10.1016/S0008-8846(99)00185-4.   DOI
86 Shariati, A., RamliSulong, N.H. and Shariati, M. (2012a), "Various types of shear connectors in composite structures: A review", Int. J. Phys. Sci., 7(22), 2876-2890. https://doi.org/10.5897/IJPSx11.004.   DOI
87 Shariati, A., Shariati, M., Sulong, N.R., Suhatril, M., Khanouki, M.A. and Mahoutian, M. (2014a), "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Constr. Build. Mater., 52, 276-283. https://doi.org/10.1016/j.conbuildmat.2013.11.036.   DOI
88 Shariati, M. (2013), "Behaviour of C-shaped shear connectors in stell concrete composite beams", Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
89 Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2020d), "Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load", Geomech. Eng., 20(2), 87-101. https://doi.org/10.12989/gae.2020.20.2.087.   DOI
90 Vincent, T. and Ozbakkaloglu, T. (2009), "Influence of concrete strength and fibre type on the compressive behaviour of FRP-confined high-strength concrete", Proceedings the 9th International Symposium on Fiber Reinforced Polymer Peinforcement for Concrete Structures (FRPRCS-9), Eds. D.J. Oehlers, M.C. Griffith and R. Seracino, 1-4.
91 Shariati, M., Sulong, N.R., Suhatril, M., Shariati, A., Khanouki, M.A. and Sinaei, H. (2012e), "Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study", Mater. Des., 41, 67-73. https://doi.org/10.1016/j.matdes.2012.04.039.   DOI
92 Chen, C., Shi, L., Shariati, M., Toghroli, A., Mohamad, E.T., Bui, D.T. and Khorami, M. (2019), "Behavior of steel storage pallet racking connection-A review", Steel Compos. Struct., 30(5), 457. https://doi.org/10.12989/scs.2019.30.5.457.   DOI
93 Afshar, A., Jahandari, S., Rasekh, H., Shariati, M., Afshar, A. and Shokrgozar, A. (2020), "Corrosion resistance evaluation of rebars with various primers and coatings in concrete modified with different additives", Constr. Build. Mater., 262, 120034. https://doi.org/10.1016/j.conbuildmat.2020.120034.   DOI
94 Arabnejad Khanouki, M.M., Ramli Sulong, N.H. and Shariati, M. (2010b), "Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses", Proceedings of the 4th International Conference on Steel Composite Structures, 21-23.
95 Safa, M., Sari, P.A., Shariati, M., Suhatril, M., Trung, N.T., Wakil, K. and Khorami, M. (2020b), "Development of neuro-fuzzy and neuro-bee predictive models for prediction of the safety factor of eco-protection slopes", Physica A-Statist. Mech. Its Appl., 550, 124046. https://doi.org/10.1016/j.physa.2019.124046.   DOI
96 Shariati, M., Mafipour, M.S., Mehrabi, P., Shariati, A., Toghroli, A., Trung, N.T. and Salih, M.N. (2020k), "A novel approach to predict shear strength of tilted angle connectors using artificial intelligence techniques", Eng. Comput., 1-21. https://doi.org/10.1007/s00366-019-00930-x.   DOI
97 Zhang, W. and Tang, Z. (2021), "Numerical modeling of response of CFRP-Concrete interfaces subjected to fatigue loading", J. Compos. Constr., 25(5), 04021043. https://doi.org/10.1061/(ASCE)CC.1943-5614.0001154.   DOI
98 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
99 Shariati, M., Shariati, A., Trung, N.T., Shoaei, P., Ameri, F., Bahrami, N. and Zamanabadi, S.N. (2020m), "Alkali-activated slag (AAS) paste: Correlation between durability and microstructural characteristics", Constr. Build. Mater., 267, 120886. https://doi.org/10.1016/j.conbuildmat.2020.120886.   DOI
100 Shariati, M., Sulong, N.R. and Khanouki, M.A. (2012d), "Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Mater. Des., 34, 325-331. https://doi.org/10.1016/j.matdes.2011.08.008.   DOI
101 Feng, J., Chen, B., Sun, W. and Wang, Y. (2021), "Microbial induced calcium carbonate precipitation study using Bacillus subtilis with application to self-healing concrete preparation and characterization", Constr. Build. Mater., 280: 122460. https://doi.org/10.1016/j.conbuildmat.2021.122460.   DOI
102 Xu, C.H., Zhang, X.L., Haido, J.H., Mehrabi, P., Shariati, A., Mohamad, E.T., Nguyen, H. and Wakil, K. (2019), "Using genetic algorithms method for the paramount design of reinforced concrete structures", Struct. Eng. Mech., 71(5), 503-513. https://doi.org/10.12989/sem.2019.71.5.503.   DOI
103 Parvin, A. and Wang, W. (2001), "Behavior of FRP jacketed concrete columns under eccentric loading", J. Compos. Constr., 5(3), 146-152. https://doi.org/10.1061/(ASCE)1090-0268(2001)5:3(146).   DOI
104 Soudki, K. and Alkhrdaji, T. (2005), "Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures (ACI 440.2 R-02)", Structures Congress 2005: Metropolis and Beyond, 1-8.
105 Davoodnabi, S.M., Mirhosseini, S.M. and Shariati, M. (2019), "Behavior of steel-concrete composite beam using angle shear connectors at fire condition", Steel Compos. Struct., 30(2), 141-147. https://doi.org/10.12989/scs.2019.30.2.141.   DOI
106 Davoodnabi, S.M., Mirhosseini, S.M. and Shariati, M. (2021), "Analyzing shear strength of steel-concrete composite beam with angle connectors at elevated temperature using finite element method", Steel Compos. Struct., 40(6), 853-868. https://doi.org/10.12989/scs.2021.40.6.853.   DOI
107 Fitzer, E. and Heine, M. (1988), Composite Materials Series, Vol 2, Fibre Reinforced Composite Materials, AR Bunsell, Elsevier, Amsterdam.
108 Hadi, M. (2006), "Behaviour of FRP wrapped normal strength concrete columns under eccentric loading", Compos. Struct., 72(4), 503-511. https://doi.org/10.1016/j.compstruct.2005.01.018.   DOI
109 Hamidian, M., Shariati, M., Arabnejad, M. and Sinaei, H. (2011), "Assessment of high strength and light weight aggregate concrete properties using ultrasonic pulse velocity technique", Int. J. Phys. Sci., 6(22), 5261-5266. https://doi.org/10.5897/IJPS11.1081.   DOI
110 He, Q., Shang, T., Zhuang, F. and Shi, Z. (2013), "Parallel extreme learning machine for regression based on MapReduce", Neurocomput., 102, 52-58. https://doi.org/10.1016/j.neucom.2012.01.040.   DOI
111 Safa, M., Shariati, M., Ibrahim, Z., Toghroli, A., Baharom, S.B., Nor, N.M. and Petkovic, D. (2016), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steel-concrete composite beam's shear strength", Steel Compos. Struct., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679.   DOI
112 Shariati, M., Mafipour, M.S., Ghahremani, B., Azarhomayun, F., Ahmadi, M., Trung, N.T. and Shariati, A. (2020h), "A novel hybrid extreme learning machine-grey wolf optimizer (ELMGWO) model to predict compressive strength of concrete with partial replacements for cement", Eng. Comput., 1-23. https://doi.org/10.1007/s00366-020-01081-0.   DOI
113 Shariati, M., Mafipour, M.S., Mehrabi, P., Ahmadi, M., Wakil, K., Trung, N.T. and Toghroli, A. (2020j), "Prediction of concrete strength in presence of furnace slag and fly ash using Hybrid ANN-GA (Artificial Neural Network-Genetic Algorithm)", Smart Struct. Syst., 25(2), 183-195. https://doi.org/10.12989/sss.2020.25.2.183.   DOI
114 Shariati, M., Lagzian, M., Maleki, S., Shariati, A. and Trung, N.T. (2020g), "Evaluation of seismic performance factors for tension-only braced frames", Steel Compos. Struct., 35(4), 599-609. https://doi.org/10.12989/scs.2020.35.4.599.   DOI
115 Hosseini, S.A. and Toghroli, A. (2021), "Effect of mixing Nano-silica and Perlite with pervious concrete for nitrate removal from the contaminated water", Adv. Concrete Constr., 11(6), 531-544. https://doi.org/10.12989/acc.2021.11.6.531.   DOI
116 Shariati, M., Sulong, N.R., Suhatril, M., Shariati, A., Khanouki, M.A. 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
117 Shariati, A., Ebrahimi, F., Karimiasl, M., Selvamani, R. and Toghroli, A. (2020c), "On bending characteristics of smart magneto-electro-piezoelectric nanobeams system", Adv. Nano Res., 9(3), 183-191. https://doi.org/10.12989/anr.2020.9.3.183.   DOI
118 Shariati, A., Sulong, N.H., Suhatril, M. and Shariati, M. (2012b), "Investigation of channel shear connectors for composite concrete and steel T-beam", Int. J. Phys. Sci., 7(11), Article Number: 0626DBF163901828-1831. https://doi.org/10.5897/IJPS11.1604.   DOI
119 Hosseinpour, E., Baharom, S., Badaruzzaman, W.H.W., Shariati, M. and Jalali, A. (2018), "Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams", Steel Compos. Struct., 26(4), 485-499. https://doi.org/10.12989/scs.2018.26.4.485.   DOI
120 Heydari, A. and Shariati, M. (2018), "Buckling analysis of tapered BDFGM nano-beam under variable axial compression resting on elastic medium", Struct. Eng. Mech., 66(6), 737-748. https://doi.org/10.12989/sem.2018.66.6.737.   DOI
121 Huang, G.B., Li, M.B., Chen, L. and Siew, C.K. (2008), "Incremental extreme learning machine with fully complex hidden nodes", Neurocomput., 71(4-6), 576-583. https://doi.org/10.1016/j.neucom.2007.07.025.   DOI
122 Ismail, M., Shariati, M., Awal, A.A., Chiong, C.E., Chahnasir, E.S., Porbar, A., ... & 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
123 Jahandari, S., Tao, Z., Saberian, M., Shariati, M., Li, J., Abolhasani, M., ... & Rashidi, M. (2021), "Geotechnical properties of lime-geogrid improved clayey subgrade under various moisture conditions", Road Mater. Pave. Des., 1-19. https://doi.org/10.1080/14680629.2021.1950816.   DOI
124 Aghakhani, M., Suhatril, M., Mohammadhassani, M., Daie, M. and Toghroli, A. (2015), "A simple modification of homotopy perturbation method for the solution of Blasius equation in semi-infinite domains", Math. Prob. Eng., 2015, Article ID 671527. https://doi.org/10.1155/2015/671527.   DOI
125 Ali, A., Zhang, C., Bibi, T., Zhu, L., Cao, L., Li, C. and Hsiao, P.C. (2022), "Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems", Soil Dyn. Earthq. Eng., 154, 107127. https://doi.org/10.1016/j.soildyn.2021.107127.   DOI
126 Yan, Z., Pantelides, C.P. and Reaveley, L.D. (2006), "Fiber-reinforced polymer jacketed and shape-modified compression members: I-experimental behavior", ACI Struct. J., 103(6), 885.
127 Castano, A., Fernandez-Navarro, F. and Hervas-Martinez, C. (2013), "PCA-ELM: a robust and pruned extreme learning machine approach based on principal component analysis", Neur. Proc. Lett., 37(3), 377-392. https://doi.org/10.1007/s11063-012-9253-x.   DOI
128 Chaallal, O. and Shahawy, M. (2000), "Performance of fiber-reinforced polymer-wrapped reinforced concrete column under combined axial-flexural loading", Struct. J., 97(4), 659-668.
129 Magara, R.S., Shresthaa, P.K. and Kayasthab, P. (2021), "Manifestation Of optimal route alignment selection of rural road using gis and least cost path (Lcp) model with engineering and environmental suitability perspective: A case study In Nepal", Malay. J. Geosci., 5(2), 56-63. http://doi.org/10.26480/mjg.02.2021.56.63.   DOI
130 Shariati, M. (2008), "Assessment building using none-destructive test techniques (ultra sonic pulse velocity and schmidt rebound hammer)", Universiti Putra Malaysia.
131 Yu, F., Kong, Z., Li, D. and Vu, Q.V. (2020), "Experimental study on the stress-strain relation of PVC-CFRP confined reinforced concrete column subjected to eccentric compression", Adv. Concrete Constr., 10(2), 151-159. https://doi.org/10.12989/acc.2020.10.2.151.   DOI
132 Ji, X., Guo, J., Ding, D., Gao, J., Hao, L., Guo, X. and Liu, Y. (2022), "Structural characterization and antioxidant activity of a novel high-molecular-weight polysaccharide from Ziziphus Jujuba cv. Muzao", J. Food Measure. Characteriz., 1-10. https://doi.org/10.1007/s11694-022-01288-3.   DOI
133 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. https://doi.org/10.5897/IJPS11.1324.   DOI
134 Maier, H.R. and Dandy, G.C. (2000), "Neural networks for the prediction and forecasting of water resources variables: a review of modelling issues and applications", Environ. Model. Softw., 15(1), 101-124. https://doi.org/10.1016/S1364-8152(99)00007-9.   DOI
135 Mehrabi, P., Shariati, M., Kabirifar, K., Jarrah, M., Rasekh, H., Trung, N.T., ... & Jahandari, S. (2021), "Effect of pumice powder and nano-clay on the strength and permeability of fiber-reinforced pervious concrete incorporating recycled concrete aggregate", Constr. Build. Mater., 287, 122652. https://doi.org/10.1016/j.conbuildmat.2021.122652.   DOI
136 Jiang, T. and Teng, J. (2013), "Behavior and design of slender FRP-confined circular RC columns", J. Compos. Constr., 17(4), 443-453. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000333.   DOI
137 Lu, N., Wang, H., Wang, K. and Liu, Y. (2021), "Maximum probabilistic and dynamic traffic load effects on short-to-medium span bridges", Comput. Model. Eng. Sci., 127(1), 345-360. https://doi.org/10.32604/cmes.2021.013792.   DOI
138 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. https://doi.org/10.12989/scs.2018.27.5.537.   DOI
139 Milovancevic, M., Marinovic, J.S., Nikolic, J., Kitic, A., Shariati, M., Trung, N.T., ... & Khorami, M. (2019), "UML diagrams for dynamical monitoring of rail vehicles", Physica A-Statist. Mech. Its Appl., 531, 121169. https://doi.org/10.1016/j.physa.2019.121169.   DOI
140 Mansouri, I., Safa, M., Ibrahim, Z., Kisi, O., Tahir, M.M., Baharom, S. 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
141 Minh, V.T., Katushin, D., Antonov, M. and Veinthal, R. (2017), "Regression models and fuzzy logic prediction of TBM penetration rate", Open Eng., 7(1), 60-68. https://doi.org/10.1515/eng-2017-0012.   DOI
142 Mohammadhassani, M., Akib, S., Shariati, M., Suhatril, M. and Khanouki, M.A. (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. https://doi.org/10.1016/j.engfailanal.2013.08.014.   DOI
143 Mohammadhassani, M., Saleh, A., Suhatril, M. and Safa, M. (2015), "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 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. https://doi.org/10.12989/scs.2018.28.4.483.   DOI
145 Shariati, M., Heyrati, A., Zandi, Y., Laka, H., Toghroli, A., Kianmehr, P., ... & Poi-Ngian, S. (2019c), "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
146 Sedghi, Y., Zandi, Y., Shariati, M., Ahmadi, E., Azar, V.M., Toghroli, A., ... & Wakil, K. (2018), "Application of ANFIS technique on performance of C and L shaped angle shear connectors", Smart Struct. Syst., 22(3), 335-340. https://doi.org/10.12989/sss.2018.22.3.335.   DOI
147 Shah, S.N.R., Sulong, N.R., Jumaat, M.Z. and Shariati, M. (2016a), "State-of-the-art review on the design and performance of steel pallet rack connections", Eng. Fail. Anal., 66, 240-258. https://doi.org/10.1016/j.engfailanal.2016.04.017.   DOI
148 Shah, S.N.R., Sulong, N.R., Khan, R., Jumaat, M.Z. and Shariati, M. (2016b), "Behavior of industrial steel rack connections", Mech. Syst. Signal Pr., 70-71, 725-740. https://doi.org/10.1016/j.ymssp.2015.08.026.   DOI
149 Zhang, S., Pak, R.Y. and Zhang, J. (2022), "Three-dimensional frequency-domain Green's functions of a finite fluid-saturated soil layer underlain by rigid bedrock to interior loadings", Int. J. Geomech., 22(1), 04021267. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002235.   DOI
150 Yu, F., Yin, W., Cheng, A., Vu, Q.V., Wang, S. and Kong, Z. (2021), "Seismic behavior of PVC-CFRP confined reinforced concrete columns: An experimental study", Struct., 32, 313-328. https://doi.org/10.1016/j.istruc.2021.03.003.   DOI
151 Park, S.J. and Kim, M.H. (2000), "Effect of acidic anode treatment on carbon fibers for increasing fiber-matrix adhesion and its relationship to interlaminar shear strength of composites", J. Mater. Sci., 35(8), 1901-1905. https://doi.org/10.1023/A:1004754100310.   DOI
152 Mirmiran, A., Shahawy, M., Samaan, M., Echary, H.E., Mastrapa, J.C. and Pico, O. (1998), "Effect of column parameters on FRP-confined concrete", J. Compos. Constr., 2(4), 175-185. https://doi.org/10.1061/(ASCE)1090-0268(1998)2:4(175).   DOI
153 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. Comput., 1-20. https://doi.org/10.1007/s00366-019-00780-7.   DOI
154 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
155 Mou, B. and Bai, Y.T. (2018), "Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone", Eng. Struct., 168, 487-504. https://doi.org/10.1016/j.engstruct.2018.04.029.   DOI
156 Shah, S.N.R., Sulong, N.R., Shariati, M., Khan, R. and Jumaat, M.Z. (2016c), "Behavior of steel pallet rack beam-to-column connections at elevated temperatures", Thin Wall. Struct., 106, 471-483. https://doi.org/10.1016/j.tws.2016.05.021.   DOI
157 Shariati, M., Mafipour, M.S., Mehrabi, P., Zandi, Y., Dehghani, D., Bahadori, A., ... & Poi-Ngian, S. (2019e), "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
158 Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2019a), "Comparison of dynamic behavior of shallow foundations based on pile and geosynthetic materials in fine-grained clayey soils", Geomech. Eng., 19(6), 473. https://doi.org/10.12989/gae.2019.19.6.473.   DOI
159 Yazdani, M., Kabirifar, K., Frimpong, B.E., Shariati, M., Mirmozaffari, M. and Boskabadi, A. (2020), "Improving construction and demolition waste collection service in an urban area using a simheuristic approach: A case study in Sydney, Australia", J. Clean. Prod., 280, 124138. https://doi.org/10.1016/j.jclepro.2020.124138.   DOI
160 Shah, S.N.R., Sulong, N.R., Shariati, M. and Jumaat, M.Z. (2015), "Steel rack connections: identification of most influential factors and a comparison of stiffness design methods", Plos One, 10(10), e0139422. https://doi.org/10.1371/journal.pone.0139422.   DOI
161 Daie, M., Jalali, A., Suhatril, M., Shariati, M., Khanouki, M.A., Shariati, A. and Kazemi-Arbat, P. (2011), "A new finite element investigation on pre-bent steel strips as damper for vibration control", Int. J. Phys. Sci., 6(36), 8044-8050. https://doi.org/10.5897/IJPS11.1585.   DOI
162 Khanouki, M.M.A., Ramli Sulong, N.H., Shariati, M. and Tahir, M.M. (2016), "Investigation of through beam connection to concrete filled circular steel tube (CFCST) column", J. Constr. Steel Res., 121, 144-162. https://doi.org/10.1016/j.jcsr.2016.01.002.   DOI
163 Toghroli, A., Nasirianfar, M.S., Shariati, A., Khorami, M., Paknahad, M., Ahmadi, M., ... & Zandi, Y. (2020b), "Analysis of extended end plate connection equipped with SMA bolts using component method", Steel Compos. Struct., 36(2), 213-228. https://doi.org/10.12989/scs.2020.36.2.213.   DOI
164 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. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2303.   DOI
165 Shariati, M., Mafipour, M.S., Haido, J.H., Yousif, S.T., Toghroli, A., Trung, N.T. and Shariati, A. (2020i), "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), 155-170. https://doi.org/10.12989/scs.2020.34.1.155.   DOI
166 Shariati, M., Rafie, S., Zandi, Y., Fooladvand, R., Gharehaghaj, B., Mehrabi, P., ... & 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
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168 Khorramian, K., Maleki, S., Shariati, M., Jalali, A. and Tahir, M.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
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