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http://dx.doi.org/10.12989/anr.2020.8.4.323

Performance assessment of buckling restrained brace with tubular profile  

Cao, Yan (School of Mechatronic Engineering, Xi'an Technological University)
Azar, Sadaf Mahmoudi (Department of Civil Engineering, Faculty of Engineering, University of Malaya)
Shah, S.N.R. (Department of Civil Engineering, Mehran University of Engineering and Technology, SZAB Campus)
Salih, Ahmed Fathi Mohamed (Civil Engineering Department, College of Engineering, University of Bisha)
Thiagi, Tiana (Sunway Group Education Malaysia)
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)
Publication Information
Advances in nano research / v.8, no.4, 2020 , pp. 323-333 More about this Journal
Abstract
In recent years, there has been an upsurge for the usage of buckling restrained braces (BRB) rather than ordinary braces, as they have evidently performed better. If the overall brace buckling is ignored, BRBs are proven to have higher energy absorption capacity and flexibility. This article aims to deliberate an economically efficient yet adequate type of all-steel BRB, comprised of the main components as in traditional ones, such as : (1) a steel core that holds all axial forces and (2) a steel restrainer tube that hinders buckling to occurr in the core; there is a more practical detailing in the BRB system due to the elimination of a filling mortar. An investigation has been conducted for the proposed rectangular-tube core BRB and it is hysteric behavioral results have been compared to previous researches conducted on a structure containing a similar plate core profile that has the same cross-sectional area in its core. A loss of strength is known to occur in the BRB when the limiting condition of local buckling is not satisfied, thus causing instability. This typically occurs when the thickness of the restrainer tube's wall is smaller than the cross-sectional area of the core plate or its width. In this study, a parametric investigation for BRBs with different formations has been performed to verify the effect of the design parameters such as different core section profiles, restraining member width to thickness ratio and relative cross-sectional area of the core to restrainer, on buckling load evaluation. The proposed BRB investigation results have also been presented and compared to past BRB researches with a plate profile as the core section, and the advantages and disadvantages of this configuration have been discussed, and it is concluded that BRBs with tubular core section exhibit a better seismic performance than the ones with a plate core profile.
Keywords
buckling restrained braces; hysteretic response; tubular profile; seismic performance;
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77 Alaskar, A., Alyousef, R., Alabduljabbar, H., Alrshoudi, F., Mohamed, A.M., Jermsittiparsert, K. and Ho, L.S. (2020a), "Elevated temperature resistance of concrete columns with axial loading", Adv. Concrete Constr., Int. J., 9(4), 355-365. https://doi.org/10.12989/acc.2020.9.4.355
78 Alaskar, A., Wakil, K., Alyousef, R., Jermsittiparsert, K., Ho, L. S., Alabduljabbar, H., Alrshoudi, F. and Mohamed, A.M. (2020b), "Computational analysis of three dimensional steel frame structures through different stiffening members", Steel Compos. Struct., Int. J., 35(2), 187-197. https://doi.org/10.12989/scs.2020.35.2.187
79 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., Int. J., 20(3), 191-205. https://doi.org/10.12989/gae.2020.20.3.191
80 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
81 Cao, Y., Wakil, K., Alyousef, R., Jermsittiparsert, K., Ho, L.S., Alabduljabbar, H., Alaskar, A., Alrshoudi, F. and Mohamed, A. M. (2020), Application of Extreme Learning Machine in Behavior of Beam to Column Connections, Structures, Elsevier.
82 Chen, C.-C., Chen, S.-Y. and Liaw, J.-J. (2001), "Application of low yield strength steel on controlled plastification ductile concentrically braced frames", Can. J. Civil Eng., 28(5), 823-836. https://doi.org/10.1139/l01-044   DOI
83 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., Int. J., 30(5), 457-469. https://doi.org/10.12989/scs.2019.30.5.457
84 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. Scie., 6(36), 8044-8050. https://doi.org/10.5897/IJPS11.1585
85 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., Int. J., 30(2), 141-147. http://doi.org/10.12989/scs.2019.30.2.141
86 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
87 Heydari, A. and Shariati, M. (2018), "Buckling analysis of tapered BDFGM nano-beam under variable axial compression resting on elastic medium", Struct. Eng. Mech., Int. J., 66(6), 737-748. https://doi.org/10.12989/sem.2018.66.6.737
88 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., Int. J., 26(4), 485-499. https://doi.org/10.12989/scs.2018.26.4.485
89 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., Int. J., 28(6), 681-690. https://doi.org/10.12989/scs.2018.28.6.681
90 Jalali, A., Daie, M., Nazhadan, S.V.M., Kazemi-Arbat, P. and Shariati, M. (2012), "Seismic performance of structures with prebent strips as a damper", Int. J. Phys. Sci., 7(26), 4061-4072. https://doi.org/10.5897/IJPS11.1324
91 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
92 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)", Earthq. Struct., Int. J., 13(6), 531-538. https://doi.org/10.12989/eas.2017.13.6.531
93 Khorami, M., Khorami, M., Motahar, H., Alvansazyazdi, M., Shariati, M., Jalali, A. and Tahir, M. (2017b), "Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis", Struct. Eng. Mech., Int. J., 63(2), 259-268. https://doi.org/10.12989/sem.2017.63.2.259
94 Milovancevic, M., Marinovic, J.S., Nikolic, J., Kitic, A., Shariati, M., Trung, N.T., Wakil, K. and Khorami, M. (2019), "UML diagrams for dynamical monitoring of rail vehicles", Phys. A: Statist. Mech. Applicat., 121169. https://doi.org/10.1016/j.physa.2019.121169
95 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., Int. J., 23(1), 67-85. https://doi.org/10.12989/scs.2017.23.1.067   DOI
96 Kuwahara, S., Tada, M., Yoneyama, T. and Imai, K. (1993), "A study on stiffening capacity of double-tube members", J. Struct. Constr. Eng., 445(3), 151-158. https://doi.org/10.3130/aijsx.445.0_151
97 Li, D., 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., Int. J., 23(2), 207-214. https://doi.org/10.12989/sss.2019.23.2.207
98 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., Int. J., 30(3), 271-280. https://doi.org/10.12989/scs.2019.30.3.271
99 Mansouri, I., Shariati, M., Safa, M., Ibrahim, Z., Tahir, 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. https://doi.org/10.1007/s10845-017-1306-6   DOI
100 Khorramian, K., Maleki, S., Shariati, M. and Sulong, N.R. (2015), "Behavior of tilted angle shear connectors", PLoS one, 10(12), e0144288. https://doi.org/10.1371/journal.pone.0148945   DOI
101 Shahabi, S., Sulong, N., Shariati, M., Mohammadhassani, M. and Shah, S. (2016a), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., Int. J., 20(3), 651-669. https://doi.org/10.12989/scs.2016.20.3.651   DOI