Abstract
To develop a precast concrete frame structure suitable for detachable design, a novel precast concrete column-column joint with bolted end-plate connection (BEPC) was proposed in this paper. To study the mechanical properties of the joint, three specimens involving one monolithic column (MC) and two precast columns (PC) with different joint position were tested by cyclic reversed loading at a certain compression ratio. The results show that the proposed joint has reliable seismic performance and the joint position has little impact on seismic performance. After the tests, these joints always kept linear elasticity under ultimate load, and were easy to disassemble, which met the requirement of detachable design. Finally, a fiber-based finite-element analysis model was developed to simulate the seismic behavior of this type of PC. The numerical results were verified by the experimental results. Then a parametric study based on the simplified model was conducted to research the effects of main structural factors on the seismic behavior of the joint.
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References
Akinade OO, Oyedele LO, Bilal M, Ajayi SO, Owolabi HA, Alaka HA, Bello SA (2015) Waste minimisation through deconstruction: A BIM based deconstructabilily assessment Score (BIM-DAS). Resources Conservation and Recycling 105:167–176, DOI: https://doi.org/10.1016/j.resconrec.2015.10.018
Aninthaneni PK, Dhakal RP (2017) Demountable precast concrete frame-building system for seismic regions: Conceptual development. Journal of Architectural Engineering 23(4):04017024, DOI: https://doi.org/10.1061/(ASCE)AE.1943-5568.0000275
GB50009–2012 (2012) Load code for the design of building structures. Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing, China (in Chinese)
GB50011–2010 (2010) Code for seismic design of buildings. Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing, China (in Chinese)
GB50081–2019 (2019) Stand for test method of mechanical properties on ordinary concrete. Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing, China (in Chinese)
GJ/T101-2015J (2015) Specification for seismic test of buildings. Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing, China (in Chinese)
Guo T, Song LL, Sause R, Chen C (2012) Retracted: Self-centering prestressed concrete beam-column connections with web friction devices. Journal of Structural Engineering 121221064624009, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000718
Hamidi B, Bulbul T (2013) A comparative analysis of sustainable approaches to building end-of-Lifecycle: Underlying deconstruction principles in theory and practice. International Conference on Sustainable Design, DOI: https://doi.org/10.1061/9780784412688.018
Kato B, Mukai A (1985) Bolted tension flanges joining square hollow section members. Journal of Constructional Steel Research 5(3):163–177, DOI: https://doi.org/10.1016/0143-974X(85)90001-X
Liu J, Xue Y, Wang C, Nie J, Wu Z (2020) Experimental investigation on seismic performance of mechanical joints with bolted flange plate for precast concrete column. Engineering Structures 216:110729, DOI: https://doi.org/10.1016/j.engstruct.2020.110729
Mckenna F (2011) Opensees: A framework for earthquake engineering simulation. Computing in Science & Engineering 13(4):58–66, DOI: https://doi.org/10.1109/MCSE.2011.66
Nikoukalam MT, Sideris P (2017) Experimental performance assessment of nearly full-scale reinforced concrete columns with partially debonded longitudinal reinforcement. Journal of Structural Engineering 143(4): 04016218, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001708
Packer JA, Bruno L, Birkemoe PC (1989) Limit analysis of bolted rhs flange plate joints. Journal of Structural Engineering 115(9):2226–2242, DOI: https://doi.org/10.1061/(asce)0733-9445(1989)115:9(2226)
Park R (1989) Evaluation of ductility of structures and structural assemblages from laboratory testing. Bulletin of the New Zealand National Society for Earthquake Engineering 22(3):155–166, DOI: https://doi.org/10.5459/bnzsee.22.3.155-166
Park R (1995) A perspective on the seismic design of precast concrete structures in new Zealand. Pci Journal 40(3):40–60, DOI: https://doi.org/10.15554/pcij.05011995.40.60
Scott BD, Park R, Priestley M (1982) Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. Aci Journal 79(1):13–27, DOI: https://doi.org/10.1016/0378-7788(82)90060-3
Sucuoglu H (1995) Effect of connection rigidity on seismic response of precast concrete frames. Pci Journal 40(1):94–103, DOI: https://doi.org/10.15554/pcij.01011995.94.103
Tingley DD, Davison B (2011) Design for deconstruction and material reuse. Energy 164(4):195–204, DOI: https://doi.org/10.1680/ener.2011.164.4.195
Tullini N, Minghini F (2016) Grouted sleeve connections used in precast reinforced concrete construction experimental investigation of a column-to-column joint. Engineering Structures 127:784–803, DOI: https://doi.org/10.1016/j.engstruct.2016.09.021
Wang CL, Liu Y, Zheng X, Wu J (2019) Experimental investigation of a precast concrete connection with all-steel bamboo-shaped energy dissipaters. Engineering Structures 178:298–308, DOI: https://doi.org/10.1016/j.engstruct.2018.10.046
Wang M, Zhang C, Sun Y, Dong K (2022) Seismic performance of steel frame with replaceable low yield point steel connection components and the effect of structural fuses. Journal of Building Engineering 47:103862, DOI: https://doi.org/10.1016/j.jobe.2021.103862
Wang YQ, Zong L, Shi YJ (2013) Bending behavior and design model of bolted flange-plate connection. Journal of Constructional Steel Research 84(5):1–16, DOI: https://doi.org/10.1016/j.jcsr.2013.01.012
Wang Z, Qu H, Li T, Wei H, Wang H, Duan H, Jiang H (2018) Quasistatic cyclic tests of precast bridge columns with different connection details for high seismic zones. Engineering Structures 158:13–27, DOI: https://doi.org/10.1016/j.engstruct.2017.12.035
Willibald S, Packer JA, Puthli RS (2002) Experimental study of bolted hss flange-plate connections in axial tension. Journal of Structural Engineering 128(3):328–336, DOI: https://doi.org/10.1061/(ASCE)0733-9445(2002)128:3(328)
Wu G, Feng DC (2018) Research progress on fundamental performance of precast concrete frame beam-to-column connections. Jianzhu Jiegou Xuebao/Journal of Building Structures 39(2):1–16, DOI: https://doi.org/10.14006/j.jzjgxb.2018.02.001
Yee AA (2001) Social and environmental benefits of precast concrete technology. Pci Journal 46(3):14–19, DOI: https://doi.org/10.15554/pcij.05012001.14.19
Zhong Y, Xiong F, Chen J, Deng A, Chen W, Zhu X (2019) Experimental study on a novel dry connection for a precast concrete beam-to-column joint. Sustainability 11(17):4543, DOI: https://doi.org/10.3390/su11174543
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This research was funded by the National Key Research and Development Program of China, grant number 2020YFD1100703-1 and National Science Foundation of China (General Program), grant number 51978428.
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Wang, Z., Xiong, F., Chen, J. et al. Experimental and Numerical Analyses on the Seismic Performance of a Novel Precast Concrete Column-column Joints with Bolted End-plate Connection. KSCE J Civ Eng 26, 4746–4759 (2022). https://doi.org/10.1007/s12205-022-0323-y
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DOI: https://doi.org/10.1007/s12205-022-0323-y