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http://dx.doi.org/10.12989/acc.2021.11.5.429

Economic construction management of composite beam using the head stud shear connector with encased cold-formed steel built-up fix beam via efficient computer simulation  

Yin, Jinzhao (Zhejiang Tongji Vocational College of Science and Technology)
Tong, Huizhi (Zhejiang Tongji Vocational College of Science and Technology)
Gholizadeh, Morteza (Department of Civil Engineering, Tabriz Branch, Islamic Azad University)
Zandi, Yousef (Department of Civil Engineering, Tabriz Branch, Islamic Azad University)
Selmi, Abdellatif (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University)
Roco-Videla, Angel (Programa Magister en ciencias quimico-biologicas. Facultad de Ciencias de la Salud. Universidad Bernardo O'Higgins)
Issakhov, Alibek (Al-Farabi Kazakh National University)
Publication Information
Advances in concrete construction / v.11, no.5, 2021 , pp. 429-445 More about this Journal
Abstract
With regard to economic efficiency, composite fix beams are widely used to pass longitudinal shear forces across the interface. The current knowledge of the composite beam load-slip activity and shear capability are restricted to data from measurements of push-off. Modelling and analysis of the composite beams based on Euro-code 4 regarding to shear, bending, and deflection under differing loads were carried out using Finite Element through an efficient computer simulation and the final loading and sections capacity based on the failure modes was analysed. In bending, the section potential was increased by an improvement of the strength in both steel and concrete, but the flexural and compressive resistance growth is very weak (3.2% 3.1% and 3.0%), while the strength of the concrete has increased respectively from 25 N/mm2 to 30, 35, and 40 N/mm2 compared to the increment of steel strength by 27% and 21% when it was raised from 275 to 355 and 460 N/mm2, respectively. It was found that the final flexural load capacity of fix beams was declined with increase in the fix beam span for both three steel strength. The shear capacity of sections was remained unchanged at constant steel strength and different length, but raised with final yield strength increment of steel sections by 29%, and 67% when it was raised from 275 N/mm2 to 355 N/mm2 and 460 N/mm2, respectively.
Keywords
cold-formed steel; shear connector; composite slab; composite beam; bending fesistance;
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1 Gholipour, G., Zhang, C. and Mousavi, A.A. (2020), "Numerical analysis of axially loaded RC columns subjected to the combination of impact and blast loads", Eng. Struct., 219, 110924. https://doi.org/10.1016/j.engstruct.2020.110924.   DOI
2 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), 155. http://doi.org/10.12989/scs.2020.34.1.155.   DOI
3 Shariati, M., Mafipour, M.S., Mehrabi, P., Ahmadi, M., Wakil, K., Trung, N.T. and Toghroli, A. (2020), "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. https://doi.org/10.12989/sss.2020.25.2.183.   DOI
4 Habibi, M., Hashemi, R., Ghazanfari, A., Naghdabadi, R. and Assempour, A. (2018), "Forming limit diagrams by including the M-K model in finite element simulation considering the effect of bending", Proc. Inst. Mech. Eng., Part L: J. Mater.: Des. Appl., 232(8), 625-636. https://doi.org/10.1177/1464420716642258.   DOI
5 Habibi, M., Hashemi, R., Sadeghi, E., Fazaeli, A., Ghazanfari, A. and Lashini, H. (2016), "Enhancing the mechanical properties and formability of low carbon steel with dual-phase microstructures", J. Mater. Eng. Perform., 25(2), 382-389. https://doi.org/10.1007/s11665-016-1882-1.   DOI
6 Hamidian, M., Shariati, M., Arabnejad, M.M.K. 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
7 Hicks, S. and Jones, A. (2013), "Statistical evaluation of the design resistance of headed stud connectors embedded in solid concrete slabs", Struct. Eng. Int., 23(3), 269-277.
8 Jiang, J., et al. "Thermal effect of welding on mechanical behavior of high-strength steel", J. Mater. Civil Eng..
9 Jiao, J., Ghoreishi, S.M., Moradi, Z. and Oslub, K. (2021), "Coupled particle swarm optimization method with genetic algorithm for the static-dynamic performance of the magnetoelectro-elastic nanosystem", Eng. Comput., 1-15. https://doi.org/10.1007/s00366-021-01391-x.   DOI
10 Safa, M., Sari, P.A., Shariati, M., Suhatril, M., Trung, N.T., Wakil, K. and Khorami, M. (2020), "Development of neuro-fuzzy and neuro-bee predictive models for prediction of the safety factor of eco-protection slopes", Physica A: Stat. Mech. Its Appl., 550, 124046. https://doi.org/10.1016/j.physa.2019.124046.   DOI
11 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 steelconcrete composite beam's shear strength", Steel Compos. Struct., 21(3), 679-688. http://doi.org/10.12989/scs.2016.21.3.679.   DOI
12 Sajedi, F. and Shariati, M. (2019), "Behavior study of NC and HSC RCCs confined by GRP casing and CFRP wrapping", Steel Compos. Struct., 30(5), 417-432. http://doi.org/10.12989/scs.2019.30.5.417.   DOI
13 Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2014), "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. http://doi.org/10.12989/sss.2014.14.5.785.   DOI
14 Saari, W.K., Hajjar, J.F., Schultz, A.E. and Shield, C.K. (2004), "Behavior of shear studs in steel frames with reinforced concrete infill walls", J. Constr. Steel Res., 60(10), 1453-1480. https://doi.org/10.1016/j.jcsr.2004.03.003.   DOI
15 Mamuda, A., Abubakar, I. and Samson, D. (2018), "Reliabilitybased structural safety evaluation of concrete-steel composite beams according to euro code 4", Eng. Phys., 2(2), 32. https://doi.org/10.11648/j.ep.20180202.11.   DOI
16 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. http://dx.doi.org/10.12989/scs.2018.26.4.485.   DOI
17 Fanaie, N. and Moghadam, H.S. (2019), "Experimental study of rigid connection of drilled beam to CFT column with external stiffeners", J. Constr. Steel Res., 153, 209-221. https://doi.org/10.1016/j.jcsr.2018.10.016.   DOI
18 Heydari, A. and M. Shariati (2018), "Buckling analysis of tapered BDFGM nano-beam under variable axial compression resting on elastic medium", Struct. Eng. Mech., 66(6), 737-748. http://doi.org/10.12989/sem.2018.66.6.737.   DOI
19 Shariati, M., Grayeli, M., Shariati, A. and Naghipour, M. (2020), "Performance of composite frame consisting of steel beams and concrete filled tubes under fire loading", Steel Compos. Struct., 36(5), 587-602. https://doi.org/10.12989/scs.2020.36.5.587.   DOI
20 Gattesco, N. and Giuriani, E. (1996), "Experimental study on stud shear connectors subjected to cyclic loading", J. Constr. Steel Res., 38(1), 1-21. https://doi.org/10.1016/0143-974X(96)00007-7.   DOI
21 Zhang, C., Gholipour, G. and Mousavi, A.A. (2020), "State-ofthe-Art review on responses of RC structures subjected to lateral impact loads", Arch. Comput. Meth. Eng., 1-31.
22 Shariati, M., Ramli Sulong, N., Suhatril, M., Shariati, A., Arabnejad Khanouki, M. and Sinaei, H. (2012), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Fifth International Conference on Engineering Failure Analysis, The Hague, July.
23 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
24 Lawson, R. (1993), "Comparative structure cost of modern commercial buildings", Steel Construction Institute.
25 Shariati, M., Mafipour, M.S., Mehrabi, P., Zandi, Y., Dehghani, D., Bahadori, A., ... & Poi-Ngian, S. (2019), "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
26 Ye, M., Jiang, J., Chen, H.M., Zhou, H.Y. and Song, D. D. (2021), "Seismic behavior of an innovative hybrid beam-column connection for precast concrete structures", Eng. Struct., 227, 111436. https://doi.org/10.1016/j.engstruct.2020.111436.   DOI
27 Zhang, C. (2014), "Control force characteristics of different control strategies for the wind-excited 76-story benchmark building structure", Adv. Struct. Eng., 17(4), 543-559. https://doi.org/10.1260/1369-4332.17.4.543.   DOI
28 Zhang, C., Alam, Z., Sun, L., Su, Z. and Samali, B. (2019), "Fibre Bragg grating sensor-based damage response monitoring of an asymmetric reinforced concrete shear wall structure subjected to progressive seismic loads", Struct. Control Hlth. Monit., 26(3), e2307. https://doi.org/10.1002/stc.2307.   DOI
29 Zhang, C., Li, L. and Ou, J. (2010), "Swinging motion control of suspended structures: Principles and applications", Struct. Control Hlth. Monit., 17(5), 549-562. https://doi.org/10.1002/stc.331.   DOI
30 Chahnasir, E.S., Zandi, Y., Shariati, M., Dehghani, E., Toghroli, A., Mohamad, E.T., ... & Khorami, M. (2018), "Application of support vector machine with firefly algorithm for investigation of the factors affecting the shear strength of angle shear connectors", Smart Struct. Syst., 22(4), 413-424. http://doi.org/10.12989/sss.2018.22.4.413.   DOI
31 Mamuda, A., Samson, D., Abubakar, I., Batari, A., Kabir, N. and Chinade, A.U. (2018), "Capacity of composite concrete-steel beams according to Euro Code 4", Int. J. Eng., 2(4), 81-87. https://doi.org/10.11648/j.ijem.20180204.11.   DOI
32 Mansouri, I., Shariati, M., Safa, M., Ibrahim, Z., Tahir, M.M. and Petkovic, D. (2019), "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. Manuf., 30(3), 1247-1257.   DOI
33 McCormac, J.C. and Csernak, S.F. (2012), Structural Steel Design, Prentice Hall, Boston.
34 Mohammadhassani, M., Akib, S., Shariati, M., Suhatril, M. and Khanouki, M.A. (2014), "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
35 Luo, Z., Sinaei, H., Ibrahim, Z., Shariati, M., Jumaat, Z., Wakil, K., ... & Khorami, M. (2019), "Computational and experimental analysis of beam to column joints reinforced with CFRP plates", Steel Compos. Struct., 30(3), 271-280. https://doi.org/10.12989/scs.2019.30.3.271.   DOI
36 Li, C., Sun, L., Xu, Z., Wu, X., Liang, T. and Shi, W. (2020), "Experimental investigation and error analysis of high precision FBG displacement sensor for structural health monitoring", Int. J. Struct. Stab. Dyn., 20(6), 2040011. https://doi.org/10.1142/S0219455420400118.   DOI
37 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
38 Zhang, C. and Ou, J. (2008), "Control structure interaction of electromagnetic mass damper system for structural vibration control", J. Eng. Mech., 134(5), 428-437. https://doi.org/10.1061/(ASCE)0733-9399(2008)134:5(428).   DOI
39 Zhang, C. and Mousavi, A.A. (2020), "Blast loads induced responses of RC structural members: State-of-the-art review", Compos. Part B: Eng., 195, 108066. https://doi.org/10.1016/j.compositesb.2020.108066.   DOI
40 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. http://doi.org/10.12989/sem.2013.46.6.853.   DOI
41 Abedini, M. and Zhang, C. (2020), "Blast performance of concrete columns retrofitted with FRP using segment pressure technique", Compos. Struct., 260, 113473. https://doi.org/10.1016/j.compstruct.2020.113473.   DOI
42 Abedini, M. and Zhang, C. (2021), "Dynamic vulnerability assessment and damage prediction of RC columns subjected to severe impulsive loading", Struct. Eng. Mech., 77(4), 441. http://doi.org/10.12989/sem.2021.77.4.441.   DOI
43 Abedini, M., Zhang, C., Mehrmashhadi, J. and Akhlaghi, E. (2020). "Comparison of ALE, LBE and pressure time history methods to evaluate extreme loading effects in RC column", Struct., 28, 456-466. https://doi.org/10.1016/j.istruc.2020.08.084.   DOI
44 Al Kajbaf, A., Fanaie, N. and Najarkolaie, K.F. (2018), "Numerical simulation of failure in steel posttensioned connections under cyclic loading", Eng. Fail. Anal., 91, 35-57. https://doi.org/10.1016/j.engfailanal.2018.04.024.   DOI
45 El-Zeadani, M., Saifulnaz, M.R., Hejazi, F., Amran, Y.M., Jaafar, M.S., Alyousef, R. and Alrshoudi, F. (2019), "Mechanics-based approach for predicting the short-term deflection of CFRP plated RC beams", Compos. Struct., 225, 111169. https://doi.org/10.1016/j.compstruct.2019.111169.   DOI
46 Arabnejad Khanouki, M.M., Ramli Sulong, N.H. and Shariati, M. (2010), "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.
47 Shariati, M., Mafipour, M.S., Mehrabi, P., Bahadori, A., Zandi, Y., Salih, M.N., ... & Poi-Ngian, S. (2019), "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. https://doi.org/10.3390/app9245534.   DOI
48 Shariati, M., Mafipour, M.S., Mehrabi, P., Shariati, A., Toghroli, A., Trung, N.T. and Salih, M.N. (2020), "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
49 Khanouki, M.A., Sulong, N.R., 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
50 ANSI, A. (2005), AISC 360-05, Specifications for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL.
51 Armaghani, D.J., Mirzaei, F., Shariati, M., Trung, N.T., Shariati, M. and Trnavac, D. (2020), "Hybrid ANN-based techniques in predicting cohesion of sandy-soil combined with fiber", Geomech. Eng., 20(3), 191. https://doi.org/10.12989/gae.2020.20.3.191.   DOI
52 Shariati, M., Sulong, N.R., Shariati, A. and Khanouki, M.A. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926. https://doi.org/10.1617/s11527-015-0762-8.   DOI
53 Fanaie, N., Aghajani, S. and Dizaj, E.A. (2016), "Theoretical assessment of the behavior of cable bracing system with central steel cylinder", Adv. Struct. Eng., 19(3), 463-472. https://doi.org/10.1177/1369433216630052.   DOI
54 Fanaie, N. and Tahriri, M. (2017), "Stability and stiffness analysis of a steel frame with an oblique beam using method of least work", J. Constr. Steel Res., 137, 342-357. https://doi.org/10.1016/j.jcsr.2017.06.032.   DOI
55 Shariati, M., Sulong, N.R. and Khanouki, M.A. (2012), "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
56 Shariati, M., Ramli Sulong, N.H., Arabnejad, M.M.K.H. and Mahoutian, M. (2011), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Scientif. Res. Essay., 6(4), 977-983.
57 Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Shariati, A. (2011), "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+), Korea, August.
58 Shariati, M., Sulong, N.R., Shariati, A. and Kueh, A.B.H. (2016), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Build. Mater., 120, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102.   DOI
59 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. http://dx.doi.org/10.12989/sss.2018.22.3.335.   DOI
60 Shah, S.N.R., Sulong, N.R., Shariati, M., Khan, R. and Jumaat, M.Z. (2016), "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
61 Cao, Y., Wakil, K., Alyousef, R., Jermsittiparsert, K., Ho, L.S., Alabduljabbar, H., ... & Mohamed, A.M. (2020). "Application of extreme learning machine in behavior of beam to column connections", Struct.. 25, 861-867. https://doi.org/10.1016/j.istruc.2020.03.058.   DOI
62 Anderson, N.S. and Meinheit, D.F. (2005), "Pryout capacity of cast-in headed stud anchors", PCI J., 50(2), 90-112.   DOI
63 Arya, C. (2009), Design of Structural Elements: Concrete, Steelwork, Masonry and Timber Designs to British Standards and Eurocodes, CRC Press.
64 Bai, Y., Wang, S., Mou, B., Wang, Y. and Skalomenos, K.A. (2021), "Bi-directional seismic behavior of steel beam-column connections with outer annular stiffener", Eng. Struct., 227, 111443. https://doi.org/10.1016/j.engstruct.2020.111443.   DOI
65 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., 5, 457-469. http://doi.org/10.12989/scs.2019.30.5.457.   DOI
66 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
67 Sun, L., Li, C., Zhang, C., Su, Z. and Chen, C. (2018), "Early monitoring of rebar corrosion evolution based on FBG sensor", Int. J. Struct. Stab. Dyn., 18(8), 1840001. https://doi.org/10.1142/S0219455418400011.   DOI
68 Shariati, M., Toghroli, A., Jalali, A. and Ibrahim, Z. (2017), "Assessment of stiffened angle shear connector under monotonic and fully reversed cyclic loading", Fifth International Conference on Advances in Civil, Structural and Mechanical Engineering-CSM 2017.
69 Shah, S.N.R., Sulong, N.R., Jumaat, M.Z. and Shariati, M. (2016), "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
70 Fanaie, N., Esfahani, F.G. and Soroushnia, S. (2015), "Analytical study of composite beams with different arrangements of channel shear connectors", Steel Compos. Struct., 19(2), 485-501. http://dx.doi.org/10.12989/scs.2015.19.2.485.   DOI
71 Shahabi, S.E.M., Sulong, N., Shariati, M., Mohammadhassani, M. and Shah, S.N.R. (2016), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., 20(3), 651-669. http://dx.doi.org/10.12989/scs.2016.20.3.651.   DOI
72 Shahabi, S., Sulong, N., Shariati, M. and Shah, S. (2016), "Performance of shear connectors at elevated temperatures-A review", Steel Compos. Struct., 20(1), 185-203. http://doi.org/10.12989/scs.2016.20.1.185.   DOI
73 Razavian, L., Naghipour, M., Shariati, M. and Safa, M. (2020), "Experimental study of the behavior of composite timber columns confined with hollow rectangular steel sections under compression", Struct. Eng. Mech., 74(1), 145-156. https://doi.org/10.12989/sem.2020.74.1.145.   DOI
74 Shao, Z.J., Liu, H.P., He, X.C., Zhou, B., Li, Y., Zhang, S.Z., ... & Li, S.J. (2019), "Microstructure and finite element analysis of hot continuous rolling of doped tungsten rod", Int. J. Min. Metal. Mater., 26(3), 369-376. https://doi.org/10.1007/s12613-019-1746-4.   DOI
75 Shariat, M., Shariati, M., Madadi, A. and Wakil, K. (2018), "Computational Lagrangian Multiplier Method by using for optimization and sensitivity analysis of rectangular reinforced concrete beams", Steel Compos. Struct., 29(2), 243-256. https://doi.org/10.12989/scs.2018.29.2.243.   DOI
76 Shariati, A., RamliSulong, N.H. and Shariati, M. (2012), "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
77 Sinaei, H., Jumaat, M.Z. and Shariati, M. (2011), "Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP)", Int. J. Phys. Sci., 6(28), 6572-6579. https://doi.org/10.5897/IJPS11.1225.   DOI
78 Shariati, M., Trung, N.T., Wakil, K., Mehrabi, P., Safa, M. and Khorami, M. (2019), "Moment-rotation estimation of steel rack connection using extreme learning machine", Steel Compos. Struct., 31(5), 427-435. http://doi.org/10.12989/scs.2019.31.5.427.   DOI
79 Shi, W. (2019), "Investigation of shrinkage-compensating cement concrete from material and structural perspectives", Doctoral Dissertation, Iowa State University.
80 Siddika, A., Al Mamun, M.A., Alyousef, R. and Amran, Y.M. (2019), "Strengthening of reinforced concrete beams by using fiber-reinforced polymer composites: A review", J. Build. Eng., 25, 100798. https://doi.org/10.1016/j.jobe.2019.100798.   DOI
81 Shim, C.S., Lee, P.G. and Yoon, T.Y. (2004), "Static behavior of large stud shear connectors", Eng. Struct., 26(12), 1853-1860. https://doi.org/10.1016/j.engstruct.2004.07.011.   DOI
82 Sinaei, H., Shariati, M., Abna, A.H., Aghaei, M. and Shariati, A. (2012), "Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS", Scientif. Res. Essay., 7(21), 2002-2009. https://doi.org/10.5897/SRE11.1393.   DOI
83 Sun, L., Li, C., Zhang, C., Liang, T. and Zhao, Z. (2019), "The strain transfer mechanism of fiber bragg grating sensor for extra large strain monitoring", Sensor., 19(8), 1851. https://doi.org/10.3390/s19081851   DOI
84 Sun, L., Su, Z., Xia, Y., Zhang, C. and Li, C. (2019), "Superwiderange fiber bragg grating displacement sensor based on an eccentric gear: Principles and experiments", J. Aerosp. Eng., 32(1), 04018129. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000960.   DOI
85 Dinh-Cong, D., Vo-Van, L., Nguyen-Quoc, D. and Nguyen-Thoi, T. (2019), "Modal kinetic energy change ratio-based damage assessment of laminated composite beams using noisy and incomplete measurements", J. Adv. Eng. Comput., 3(3), 452-463. http://dx.doi.org/10.25073/jaec.201933.248.   DOI
86 Zhang, C. and Ou, J. (2015), "Modeling and dynamical performance of the electromagnetic mass driver system for structural vibration control", Eng. Struct., 82, 93-103. https://doi.org/10.1016/j.engstruct.2014.10.029.   DOI
87 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
88 Shariati, M., Tahir, M.M., Wee, T.C., Shah, S.N.R., Jalali, A. and Khorami, M. (2018), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Anal., 85, 149-166. https://doi.org/10.1016/j.engfailanal.2017.08.014.   DOI
89 Shariati, M., Tahmasbi, F., Mehrabi, P., Bahadori, A. and Toghroli, A. (2020), "Monotonic behavior of C and L shaped angle shear connectors within steel-concrete composite beams: an experimental investigation", Steel Compos. Struct., 35(2), 237-247. https://doi.org/10.12989/scs.2020.35.2.237.   DOI
90 Arabnejad Khanouki, M.M., Ramli Sulong, N.H. and Shariati, M. (2011), "Behavior of through beam connections composed of CFSST columns and steel beams by finite element studying", Adv. Mater. Res., 168, 2329-2333. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2329.   DOI
91 Zheng, J., Zhang, C. and Li, A. (2020), "Experimental investigation on the mechanical properties of curved metallic plate dampers", Appl. Sci., 10(1), 269. https://doi.org/10.3390/app10010269.   DOI
92 Mohammadhassani, M., Suhatril, M., Shariati, M. and Ghanbari, F. (2014), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), 833-848. http://dx.doi.org/10.12989/sem.2013.48.6.833.   DOI
93 Zhang, C. and Wang, H. (2019), "Robustness of the active rotary inertia driver system for structural swing vibration control subjected to multi-type hazard excitations", Appl. Sci., 9(20), 4391. https://doi.org/10.3390/app9204391.   DOI
94 Zhang, C. and Wang, H. (2019), "Swing vibration control of suspended structure using active rotary inertia driver system: Parametric analysis and experimental verification", Appl. Sci., 9(15), 3144. https://doi.org/10.3390/app9153144.   DOI
95 Zhang, C.W., Ou, J.P. and Zhang, J.Q. (2006), "Parameter optimization and analysis of a vehicle suspension system controlled by magnetorheological fluid dampers", Struct. Control Hlth. Monit.: Offic. J. Int. Assoc. Struct. Control Monit. Eur. Assoc. Control Struct., 13(5), 885-896. https://doi.org/10.1002/stc.63.   DOI
96 Zhao, X., Chen, B., Li, Y.H., Zhu, W.D., Nkiegaing, F.J. and Shao, Y.B. (2020), "Forced vibration analysis of Timoshenko double-beam system under compressive axial load by means of Green's functions", J. Sound Vib., 464, 115001. https://doi.org/10.1016/j.jsv.2019.115001.   DOI
97 Zhu, L., Zhang, C., Guan, X., Uy, B., Sun, L. and Wang, B. (2018), "The multi-axial strength performance of composited structural BCW members subjected to shear forces", Steel Compos. Struct., 27(1), 75-87. https://doi.org/10.12989/scs.2018.27.1.075.   DOI
98 Alam, Z., Zhang, C. and Samali, B. (2020), "The role of viscoelastic damping on retrofitting seismic performance of asymmetric reinforced concrete structures", Earthq. Eng. Eng. Vib., 19(1), 223-237. https://doi.org/10.1007/s11803-020-0558-x.   DOI
99 Alabduljabbar, H., Benjeddou, O., Soussi, C., Khadimallah, M.A. and Alyousef, R. (2021), "Effects of incorporating wood sawdust on the firing program and the physical and mechanical properties of fired clay bricks", J. Build. Eng., 35, 102106. https://doi.org/10.1016/j.jobe.2020.102106.   DOI
100 Alam, Z., Zhang, C. and Samali, B. (2020), "Influence of seismic incident angle on response uncertainty and structural performance of tall asymmetric structure", Struct. Des. Tall Spec. Build., 29(12), e1750. https://doi.org/10.1002/tal.1750.   DOI
101 Amran, Y.M., El-Zeadani, M., Saifulnaz, M.R., Alyousef, R., Alabduljabbar, H., Alrshoudi, F. and Alaskar, A. (2020), "RC beam strengthening using hinge and anchorage approach", Result. Mater., 5, 100047. https://doi.org/10.1016/j.rinma.2019.100047.   DOI
102 Sun, L., Su, Z., Xia, Y., Zhang, C. and Li, C. (2020), "Effect of axial compression ratio on seismic behavior of GFRP reinforced concrete columns", Int. J. Struct. Stab. Dyn., 20(6), 2040004. https://doi.org/10.1142/S0219455420400040.   DOI
103 Tahmasbi, F., Maleki, S., Shariati, M., Ramli Sulong, N.H. and Tahir, M.M. (2016), "Shear capacity of C-shaped and L-shaped angle shear connectors", PLoS One, 11(8), e0156989. https://doi.org/10.1371/journal.pone.0156989.   DOI
104 Toghroli, A., Mohammadhassani, M., Suhatril, M., Shariati, M. and Ibrahim, Z. (2014), "Prediction of shear capacity of channel shear connectors using the ANFIS model", Steel Compos. Struct., 17(5), 623-639. http://doi.org/10.12989/scs.2014.17.5.623.   DOI
105 Narayanan, R. and Beeby, A. (2005), Designers' Guide to EN 1992-1-1 and EN 1992-1-2, Eurocode 2: Design of Concrete Structures: General Rules and Rules for Buildings and Structural Fire Design, Thomas Telford.
106 Huang, X., Zhang, Y., Moradi, Z. and Shafiei, N. (2021), "Computer simulation via a couple of homotopy perturbation methods and the generalized differential quadrature method for nonlinear vibration of functionally graded non-uniform microtube", Eng. Comput., 1-18. https://doi.org/10.1007/s00366-021-01395-7.   DOI
107 Toghroli, A., Shariati, M., Sajedi, F., Ibrahim, Z., Koting, S., Mohamad, E.T. and Khorami, M. (2018), "A review on pavement porous concrete using recycled waste materials", Smart Struc. Syst., 22(4), 433-440. http://doi.org/10.12989/sss.2018.22.4.433.   DOI
108 Toghroli, A., Suhatril, M., Ibrahim, Z., Safa, M., Shariati, M. and Shamshirband, S. (2016), "Potential of soft computing approach for evaluating the factors affecting the capacity of steel-concrete composite beam", J. Intel. Manuf., 1-9. https://doi.org/10.1007/s10845-016-1217-y   DOI
109 Committee, A. (2005). Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05), American Concrete Institute.
110 Naghipour, M., Yousofizinsaz, G. and Shariati, M. (2020), "Experimental study on axial compressive behavior of welded built-up CFT stub columns made by cold-formed sections with different welding lines", Steel Compos. Struct., 34(3), 347. https://doi.org/10.12989/scs.2020.34.3.347.   DOI
111 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
112 Nussbaumer, A., et al. (2012), Fatigue Design of Steel and Composite Structures: Eurocode 3: Design of Steel Structures, Part 1-9 Fatigue; Eurocode 4: Design of Composite Steel and Concrete Structures, John Wiley & Sons.
113 Ollgaard, J.G., Slutter, R.G. and Fisher, J.W. (2010), "Shear strength of stud connectors in lightweight and normal weight concrete", AISC Eng'g Jr., April 1971 (71-10), Fritz Laboratory Reports. Paper.
114 Pallares, L. and Hajjar, J.F. (2010), "Headed steel stud anchors in composite structures, Part I: Shear", J. Constr. Steel Res., 66(2), 198-212. https://doi.org/10.1016/j.jcsr.2009.08.009.   DOI
115 Mou, B., Li, X., Bai, Y. and Wang, L. (2019), "Shear behavior of panel zones in steel beam-to-column connections with unequal depth of outer annular stiffener", J. Struct. Eng., 145(2), 04018247. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002256.   DOI
116 Wei, X., Shariati, M., Zandi, Y., Pei, S., Jin, Z., Gharachurlu, S., ... & Khorami, M. (2018), "Distribution of shear force in perforated shear connectors", Steel Compos. Struct., 27(3), 389-399. https://doi.org/10.12989/scs.2018.27.3.389.   DOI
117 Tran, N.T. and Dao, T.P. (2020), "Statics analysis and optimization design for a fixed-guided beam flexure", J. Adv. Eng. Comput., 4(2), 125-139. http://doi.org/10.25073/jaec.202042.276.   DOI
118 Trung, N.T., et al. (2019), "Moment-rotation prediction of precast beam-to-column connections using extreme learning machine", Struct. Eng. Mech., 70(5), 639-647. http://doi.org/10.12989/sem.2019.70.5.639   DOI
119 Wan, L., Huang, Y.X., Lu, S.X., Huang, T.F. and Lu, Z.L. (2016), "Microstructure and properties of pure iron/copper composite cladding layers on carbon steel", Int. J. Min. Metal. Mater., 23(8), 920-927. https://doi.org/10.1007/s12613-016-1307-z.   DOI
120 Villa, J. (2012), "Advancements in sustainable concrete practices and their potential impact on design and construction", Illinois Institute of Technology.
121 Shariati, M., Ramli-Sulong, N.H., Arabnejad, M.M., Shafigh, P. and Sinaei, H. (2011), "Assessing the strength of reinforced concrete structures through Ultrasonic Pulse Velocity and Schmidt Rebound Hammer tests", Scientif. Res. Essay., 6(1), 213-220.
122 Johnson, R.P. and Anderson, D. (2004). Designers' Guide to EN 1994-1-1: Eurocode 4: Design of Composite Steel and Concrete Structures. General Rules and Rules for Buildings, Thomas Telford.
123 Shariati, A., Sulong, N.H., Suhatril, M. and Shariati, M. (2012), "Investigation of channel shear connectors for composite concrete and steel T-beam", Int. J. Phys. Sci., 7(11), 1828-1831. https://doi.org/10.5897/IJPS11.1604.   DOI
124 Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2019), "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
125 Xie, Q., Sinaei, H., Shariati, M., Khorami, M., Mohamad, E.T. and Bui, D.T. (2019), "An experimental study on the effect of CFRP on behavior of reinforce concrete beam column connections", Steel Compos. Struct., 30(5), 433-441. https://doi.org/10.12989/scs.2019.30.5.433.   DOI
126 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
127 Shariati, M., Sulong, N.R., Suhatril, M., Shariati, A., Khanouki, M.A. and Sinaei, H. (2012), "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
128 Xu, H.B., Zhang, C.W., Li, H., Tan, P., Ou, J.P. and Zhou, F.L. (2014), "Active mass driver control system for suppressing wind-induced vibration of the Canton Tower", Smart Struct. Syst., 13(2), 281-303. http://doi.org/10.12989/sss.2014.13.2.281.   DOI
129 Wollmershauser, R. (1997), "Anchor performance and the 5% fractile", Hilti Technical Services Bulletin.
130 Shariati, M., Ramli Sulong, N.H., Sinaei, H., Arabnejad Khanouki, M.M. and Shafigh, P. (2011), "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
131 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
132 Shariati, M., Shariati, A., Sulong, N.R., Suhatril, M. and Khanouki, M.A. (2014), "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
133 Lam, D. and El-Lobody, E. (2005), "Behavior of headed stud shear connectors in composite beam", J. Struct. Eng., 131(1), 96-107. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(96).   DOI
134 Khorami, M., Alvansazyazdi, M., Shariati, M., Zandi, Y., Jalali, A. and Tahir, M. (2017), "Seismic performance evaluation of buckling restrained braced frames (BRBF) using incremental nonlinear dynamic analysis method (IDA)", Earthq. Struct., 13(6), 531-538. http://doi.org/10.12989/eas.2017.13.6.531.   DOI
135 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. http://doi.org/10.12989/scs.2017.23.1.067.   DOI
136 Khorramian, K., Maleki, S., Shariati, M. and Ramli Sulong, N.H. (2015), "Behavior of tilted angle shear connectors", PLoS One, 10(12), e0144288. https://doi.org/10.1371/journal.pone.0144288.   DOI
137 Luo, J., Wu, B. and Li, M.Q. (2012), "3D finite element simulation of microstructure evolution in blade forging of Ti6Al-4V alloy based on the internal state variable models", Int. J. Min. Metal. Mater., 19(2), 122-130. https://doi.org/10.1007/s12613-012-0526-1.   DOI
138 Kapil, G. (2016), "G. Sajshi Flexural capacity of composite beams (steel &concrete)", J. Mech. Civil Eng. (IOSR-JMCE), 40, 66-72.
139 Shariati, M. (2013), "Behaviour of C-shaped shear connectors in stell concrete composite beams", Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
140 Shariati, A., Shariati, M., Sulong, N.R., Suhatril, M., Khanouki, M.A. and Mahoutian, M. (2014), "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
141 Shariati, M., Armaghani, D.J., Khandelwal, M., Zhou, J. and Khorami, M. (2021), "Assessment of longstanding effects of fly ash and silica fume on the compressive strength of concrete using extreme learning machine and artificial neural network", J. Adv. Eng. Comput., 5(1), 50-75.   DOI
142 Zhang, C., Abedini, M. and Mehrmashhadi, J. (2020), "Development of pressure-impulse models and residual capacity assessment of RC columns using high fidelity Arbitrary Lagrangian-Eulerian simulation", Eng. Struct., 224, 111219. https://doi.org/10.1016/j.engstruct.2020.111219.   DOI
143 Perez, M., Bermudez, C.A. and Perea, T. "Behavior of welded bolt shear connectors subjected to cyclic loads", 17 th World Conference on Earthquake Engineering, 17WCEE, Sendai, Japan, September.
144 Qi, C., Fourie, A., Chen, Q. and Liu, P. (2019), "Application of first-principles theory in ferrite phases of cemented paste backfill", Min. Eng., 133, 47-51. https://doi.org/10.1016/j.mineng.2019.01.011.   DOI
145 Qi, C., Spagnoli, D. and Fourie, A. (2020), "Structural, electronic, and mechanical properties of calcium aluminate cements: Insight from first-principles theory", Constr. Build. Mater., 264, 120259. https://doi.org/10.1016/j.conbuildmat.2020.120259.   DOI
146 Rajesh, K. and Devi, C. (2017), "Study on ordinary concrete with waste plastic as a fibre", Int. J. Eng. Tech. Res., 7(10), 1-5.
147 Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2020), "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
148 Shariati, M., Mafipour, M.S., Ghahremani, B., Azarhomayun, F., Ahmadi, M., Trung, N.T. and Shariati, A. (2020), "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