TY  - JOUR
T1  - Numerical investigation of precast reinforced concrete beam–to–column joints by replaceable damper
AU  - Naimi, Sepanta
AU  - Dehqan Nezhad, Yalda
PY  - 2022
DA  - June
Y2  - 2022
DO  - 10.47481/jscmt.1117101
JF  - Journal of Sustainable Construction Materials and Technologies
JO  - JSCMT
PB  - Yildiz Technical University
WT  - DergiPark
SN  - 2458-973X
SP  - 81
EP  - 87
VL  - 7
IS  - 2
LA  - en
AB  - This study aimed to investigate the precast reinforced concrete beam-to-column joints behaviors through the replaceable damper under cyclic loading. The precast concrete specimens have been embedded with steel reinforcement and specially shaped connectors. After the application of the replaceable damper under cyclic loading, the energy dissipation part has acted very well and increased the bearing capacity of precast specimens. The precast concrete beam–to–column joints were designed and analyzed to compare with the reinforced concrete (RC) specimen. The analysis result of the loading based on the controlled displacement method has illustrated that the precast specimen model with damper has shown a greater hysteric behavior than the RC frame. the PS-1 is passed the 2.8% chord rotation approximately, which showed better performance, and higher resistance than the RC specimen. The efficiency of the PS–1 specimen with a special connection has been elaborated with the finite element method (FEM) and simulated by ABAQUS software.
KW  - Precast Concrete
KW  - Beam-to–Column steel joint
KW  - Replaceable damper
KW  - Numerical simulation
KW  - Finite Element Method
CR  - Jaillon, L., Poon, C., & Chiang, Y. (2009). Quantifying the waste reduction potential of using prefabrication in building construction in Hong Kong. Waste Management, 29(1), 309–320. https://doi.org/10.1016/j.wasman.2008.02.015
CR  - Yee, A. A. (2001). Social and Environmental Benefits of Precast Concrete Technology. PCI Journal, 46(3),    14–19. https://doi.org/10.15554/pcij.05012001.14.19
CR  - Breccolotti, M., Gentile, S., Tommasini, M., Materazzi, A. L., Bonfigli, M. F., Pasqualini, B., Colone, V., & Gianesini, M. (2016). Beam-column joints in continuous RC frames: Comparison between cast-in-situ and precast solutions. Engineering Structures, 127, 129–144. https://doi.org/10.1016/j.engstruct.2016.08.018
CR  - Dyke, S. J., Spencer, B. F., Sain, M. K., & Carlson, J. D. (1998). An experimental study of MR dampers for seismic protection. Smart Materials and Structures, 7(5), 693–703. https://doi.org/10.1088/0964-1726/7/5/012
CR  - M. J. N. (1988). Research Needs for Precast Seismic Structural Systems. Structural Systems Research Report No. SSRP-88/06, University of California, San Diego, CA, August.
CR  - Şermet, F., Ercan, E., Hökelekli, E., Arisoy, B. (2020). Cyclic behavior of composite column-reinforced concrete beam joints. Sigma J Eng & Nat Sci 38 (3), 2020, 1427-1445.
CR  - Morgen, B. G., & Kurama, Y. C. (2007). Seismic Design of Friction-Damped Precast Concrete Frame Structures. Journal of Structural Engineering, 133(11), 1501–1511. https://doi.org/10.1061/(asce)0733-9445(2007)133:11(1501)
CR  - Morgen, B. G., & Kurama, Y. C. (2004). A Friction Damper for Post-Tensioned Precast Concrete Moment Frames. PCI Journal, 49(4), 112–133. https://doi.org/10.15554/pcij.07012004.112.133
CR  - Vardar, T., Altan, M. F., & Naimi, S. (2017). Economic and Technological Evaluation of Transportation System, New Trends. Journal of Sustainable Construction Materials and Technologies, 1(1), 83–88. https://doi.org/10.29187/jscmt.2018.11
CR  - Elliot, S., Bucklow, I. A., & Wallach, E. R. (1980). An examination of diffusion bonded interfaces in a mild steel. Journal of Materials Science, 15(11), 2823–2833. https://doi.org/10.1007/bf00550552
CR  - Olbak, M., NAİMİ, S. (2016). Kentsel Dönüşüm UygulanmÕş 5 KatlÕ İki YapÕ Örneğinin Deneysel Verileri KullanÕlarak Doğrusal Olmayan Analiz Yöntemleri İle Güçlendirme SonuçlarÕnÕn İrdelenmesi. İstanbul Aydın Üniversitesi Dergisi 31, (2016) (145-166).
CR  - Wang, C. L., Liu, Y., & Zhou, L. (2018). Experimental and numerical studies on hysteretic behavior of all-steel bamboo-shaped energy dissipaters. Engineering Structures, 165, 38–49. https://doi.org/10.1016/j.engstruct.2018.02.078
CR  - Shariatmadar H, Beydokhti EZ(2014). An investigation of seismic response of precast concrete beam to column connections: experimental study. Asian journal of civil engineering (bhrc) vol. 15, no. 1 (2014) pages 41-59
CR  - Xu, L. H., Fan, X. W., & Li, Z. X. (2016). Cyclic behavior and failure mechanism of self-centering energy dissipation braces with pre-pressed combination disc springs. Earthquake Engineering & Structural Dynamics, 46(7), 1065–1080. https://doi.org/10.1002/eqe.2844
CR  - Noroozinejad Farsangi., E. (2010). Connections behaviour in precast concrete structures due to seismic loading. GU J Sci 23(3):315-325 (2010)
CR  - Li, Z., Qi, Y., & Teng, J. (2020). Experimental investigation of prefabricated beam-to-column steel joints for precast concrete structures under cyclic loading. Engineering Structures, 209, 110217. https://doi.org/10.1016/j.engstruct.2020.11021
CR  - Li, Y., Geng, F., Ding, Y., & Wang, L. (2020). Experimental and numerical study of low-damage self-centering precast concrete frame connections with replaceable dampers. Engineering Structures, 220, 111011. https://doi.org/10.1016/j.engstruct.2020.111011
CR  - Huang, X., Zhou, Z., Xie, Q., Guo, C., & Li, C. (2018). Seismic Analysis of Friction-Damped Self-Centering Coupled-Beams for Moment-Resisting-Frames without Floor Elongation. Journal of Earthquake and Tsunami, 12(05), 1850012. https://doi.org/10.1142/s1793431118500124
CR  - Huang, L., Zhou, Z., Huang, X., & Wang, Y. (2020). Variable friction damped self-centering precast concrete beam–column connections with hidden corbels: Experimental investigation and theoretical analysis. Engineering Structures, 206, 110150. https://doi.org/10.1016/j.engstruct.2019.110150
CR  - GB/T 228.1. (2010). Metallic materials-tensile testing-Part 1: method of test at room temperature. Beijing, China: Standard Press; 2010 [in Chinese].
CR  - GB/T 50081. (2002). Standard for test method of mechanical properties on ordinary concrete. Beijing: China Architecture & Building Press; 2003 [in Chinese].
CR  - GB/T50081. (2002). General administration of quality supervision, inspection and quarantine of the people’s republic of China. Standard for test method of mechanical properties on ordinary concrete. Beijing: China Architecture & Building Press; 2003 [in Chinese].
UR  - https://doi.org/10.47481/jscmt.1117101
L1  - https://dergipark.org.tr/en/download/article-file/2429599
ER  -