Abstract
With the continuous improvement of construction technology, prefabricated buildings have gradually become the mainstream. In order to improve the efficiency of on-site assembly construction and the performance of joint connection, a new type of spliced outer sleeve beam–column joint is designed and constructed. The three-dimensional solid model of the joint is established by ABAQUS, and cyclic behavior of the joint is simulated using finite element nonlinear analysis. The failure mechanism, hysteretic curve, viscous damping coefficient, the energy dissipation coefficient and stiffness degradation of the joint are analyzed. Based on the ideas of component method and superposition principle, a simplified method is proposed for calculating the initial stiffness and flexural capacity of spliced outer sleeve beam–column joints with U-shaped steel plates. The differences between numerical simulation and theoretical calculation results are compared. The initial stiffness and flexural capacity of the joint predicted by the theoretical formula are in good agreement with the numerical simulation results. The results show that the hysteretic curve of the joint is full, the stiffness degradation is stable, and the joint has good ductility and energy dissipation capacity. This new type of joint can provide some reference for practical engineering of fabricated structures.
Similar content being viewed by others
References
Asghari A, Gandomi AH (2016) Ductility reduction factor and collapse mechanism evaluation of a new steel knee braced frame. Struct Infrastruct Eng 12(2):17. https://doi.org/10.1080/15732479.2015.1009123
Asghari A, Saharkhizan S (2017) Seismic design and performance evaluation of steel frames with knee-element connections. J Constr Steel Res 154:113–123. https://doi.org/10.1016/j.jcsr.2018.11.011
Chen CC, Lin CC, Lin CH (2006) Ductile moment connections used in steel column-tree moment-resisting frames. J Constr Steel Res 62:793–801. https://doi.org/10.1016/j.jcsr.2005.11.012
Davaran A, Béland T, Tremblay R (2019) Elastic-plastic analysis of bolted angles usable in steel frame connections. J Struct Eng 145(7):04019048. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002320
Garlock MM, Ricles JM, Sause R (2003) Cyclic load tests and analysis of bolted top-and-seat angle connections. J Struct Eng 129:1615–1625. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1615)
Hsu HL, Li ZC (2015) Seismic performance of steel frames with controlled buckling mechanisms in knee braces. J Constr Steel Res 107:50–60. https://doi.org/10.1016/j.jcsr.2015.01.010
Koetaka Y, Chusilp P, Zhang Z, Ando M, Suita K, Inoue K et al (2005) Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis. Eng Struct 27(1):109–117. https://doi.org/10.1016/j.engstruct.2004.09.002
Li LM, Chen YY, Li N (2009) Theoretical calculation model of initial stiffness of outer sleeve beam-column joints. J Huazhong Univ Sci Technol 03:29–32
Mahin SA (1998) Lessons from damage to steel buildings during the Northridge earthquake. Eng Struct 20:261–270. https://doi.org/10.1016/S0141-0296(97)00032-1
Miller DK (1998) Lessons learned from the Northridge earthquake. Eng Struct 20:249–260. https://doi.org/10.1016/s0141-0296(97)00031-x
Nakashima M, Inoue K, Tada M (1998) Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake. Eng Struct 20:271–281. https://doi.org/10.1016/s0141-0296(97)00019-9
Nakashima M, Roeder CW, Maruoka Y (2000) Steel moment frames for earthquakes in United States and Japan. J Struct Eng 126:861–868. https://doi.org/10.1061/(asce)0733-9445(2000)126:8(861)
Plumier A (1997) The Dog bone: back to the future. Eng J (new York) 34:61–67. https://doi.org/10.1016/S0378-7788(96)01019-5
Popov EP, Takhirov SM (2002) Bolted large seismic steel beam-to-column connections part 1: experimental study. Eng Struct 24:1523–1534. https://doi.org/10.1016/s0141-0296(02)00086-x
Popov EP, Yang TS, Chang AP (1998) Design of steel MRF connections before and after 1994 Northridge earthquake. Eng Struct 20:1030–1038. https://doi.org/10.1016/s0141-0296(97)00200-9
Rojas P, Ricles JM, Sause R (2005) Seismic performance of post-tensioned steel moment resisting frames with friction devices. J Struct Eng 131(4):529–540. https://doi.org/10.1061/(asce)0733-9445(2005)131:4(529)
Saravanan M, Jayachandran SA, Marimuthu V, Prabha P (2009) Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections. Steel Compos Struct 9:381–395. https://doi.org/10.12989/scs.2009.9.4.381
Shin J, Lee K, Jeong SH, Lee J (2015) Probabilistic performance assessment of gravity-designed steel frame buildings using buckling-restrained knee braces. J Constr Steel Res 104:250–260. https://doi.org/10.1016/j.jcsr.2014.10.019
Swanson JA, Leon RT (2000) Bolted steel connections: tests on t-stub components. J Struct Eng 126:50–56. https://doi.org/10.1061/(asce)0733-9445(2000)126:1(50)
Takhirov SM, Popov EP (2002) Bolted large seismic steel beam-to-column connections part 2: numerical nonlinear analysis. Eng Struct 24(12):1535–1545. https://doi.org/10.1016/S0141-0296(02)00087-1
Vasdravellis G, Karavasilis TL, Uy B (2013) Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins. Eng Struct 52(7):1–16. https://doi.org/10.1016/j.engstruct.2013.02.005
Wu LY, Chung LL, Tsai SF, Shen TJ, Huang GL (2005) Seismic behavior of bolted beam-to-column connections for concrete filled steel tube. J Constr Steel Res 61:1387–1410. https://doi.org/10.1016/j.jcsr.2005.03.007
Yu YS, Wang Y, Liu XL (2009) Finite element analysis and experimental study of steel frame beam flange weakened joint under cyclic load. Eng Mech 26(09):162–169. https://doi.org/10.1109/CLEOE-EQEC.2009.5194697
Zhang AL, Li SH, Jiang ZQ, Fang H, Dou C (2017) Design theory of earthquake-resilient prefabricated sinusoidal corrugated web beam-column joint. Eng Struct 150:665–673. https://doi.org/10.1016/j.engstruct.2017.07.088
Zhang AL, Zhang H, Jiang ZQ, Li C, Liu XC (2020) Low cycle reciprocating tests of earthquake-resilient prefabricated column-flange beam-column joints with different connection forms. J Constr Steel Res 164:1771. https://doi.org/10.1016/j.jcsr.2019.105771
Zhang AL, Su L, Jiang ZQ, Kang YT, Qiu P (2021) Cyclic loading tests of earthquake-resilient prefabricated steel cross joints with different FCP connections. Structures 32:1–14. https://doi.org/10.1016/j.istruc.2021.02.059
Acknowledgements
The first author thankfully acknowledges the Jiangsu University Study-abroad Fund support that has enabled him to take up a visiting academic scholar role at QUT, Brisbane, Australia. This work described in paper was also supported by the National Natural Science Foundation of China under Grant Nos. 51408267 and 51878319. The authors also would like to express the gratitude to the reviewers for careful comments.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
No potential conflict of interest was reported by the authors.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Cao, L., Pang, Y. Study on Seismic Behavior of Spliced Outer Sleeve Beam–Column Joints with U-Shaped Steel Plates. Iran J Sci Technol Trans Civ Eng 47, 2999–3019 (2023). https://doi.org/10.1007/s40996-023-01082-1
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40996-023-01082-1