Perbandingan Perilaku Siklik Elemen Replaceable Link Material Baja Konvesional Dengan Low Yield Point Steel (LYS)
(1) Teknik Sipil,Fakultas Teknik, Universitas Muhammadiyah Malang, Malang, Jawa Timur
(2) Teknik Sipil, Fakultas Teknik, Institut Teknologi Sepuluh Nopember, Surabaya, Jawa Timur
(3) Teknik Sipil, Fakultas Teknik, Institut Teknologi Sepuluh Nopember, Surabaya, Jawa Timur
(*) Corresponding Author
DOI: https://doi.org/10.25077/jrs.18.1.17-29.2022
Copyright (c) 2022 Aulia Indira Kumalasari, Budi Suswanto, Hidajat Sugihardjo
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Bozkurt, Mehmet Bakir, & Topkaya, C. (2017). Replaceable Links with Direct Brace Attachments for Eccentrically Braced Frames. Earthquake Engineering Structure Dynamics, 056, 1–6. https://doi.org/10.1002/eqe
Bozkurt, Mehmet Bakır, Kazemzadeh Azad, S., & Topkaya, C. (2019). Development of detachable replaceable links for eccentrically braced frames. Earthquake Engineering and Structural Dynamics, 48(10), 1134–1155. https://doi.org/10.1002/eqe.3181
Bozkurt, Mehmet Bakır, & Topkaya, C. (2018). Replaceable links with gusseted brace joints for eccentrically braced frames. Soil Dynamics and Earthquake Engineering, 115(August), 305–318. https://doi.org/10.1016/j.soildyn.2018.08.035
Dubina, D., Stratan, A., & Dinu, F. (2008). Dual high-strength steel eccentrically braced frames with removable links. Earthquake Engineering Structure Dynamics, 1–6. https://doi.org/10.1002/eqe
Dusicka, P., Itani, A. M., & Buckle, I. G. (2010). Cyclic behavior of shear links of various grades of plate steel. Journal of Structural Engineering, 136(4), 370–378. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000131
Gooch, J. W. (2011). Coefficient of Friction. In Encyclopedic Dictionary of Polymers (pp. 151–151). https://doi.org/10.1007/978-1-4419-6247-8_2533
Ji, X., Wang, Y., Ma, Q., & Okazaki, T. (2017). Cyclic Behavior of Replaceable Steel Coupling Beams. Journal of Structural Engineering (United States), 143(2), 1–11. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001661
Lian, M., & Su, M. (2017). Experimental study and simpli fi ed analysis of EBF fabricated with high strength steel. Journal of Constructional Steel Research, 139, 6–17. https://doi.org/10.1016/j.jcsr.2017.09.013
Mahmoudi, F., Dolatshahi, K. M., Mahsuli, M., Nikoukalam, M. T., & Shahmohammadi, A. (2019). Experimental study of steel moment resisting frames with shear link. Journal of Constructional Steel Research, 154, 197–208. https://doi.org/10.1016/j.jcsr.2018.11.027
Mansour, N., Christopoulos, C., & Tremblay, R. (2011). Experimental validation of replaceable shear links for eccentrically braced steel frames. Journal of Structural Engineering, 137(10), 1141–1152. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000350
Özkılıç, Y. O., & Topkaya, C. (2021). Extended end-plate connections for replaceable shear links. Engineering Structures, 240(April). https://doi.org/10.1016/j.engstruct.2021.112385
Park, K. S., Price, B., Jiansinlapadamrong, C., & Chao, S. H. (2021). Seismic behavior of double-HSS links for eccentrically braced frames. Engineering Structures, 239(April), 112297. https://doi.org/10.1016/j.engstruct.2021.112297
Richards, P. W., & Uang, C. (2005). Effect of Flange Width-Thickness Ratio on Eccentrically Braced Frames Link Cyclic Rotation Capacity. October, 1546–1552.
Suswanto, B., Rizki, A., Wahyuni, E., & Wilson, J. (2017). Numerical Behavior Study of Short Link , Intermediate Link and Long Link in Eccentrically Braced Frame Steel Structure. 12(21), 11460–11471.
Tan, K. G., & Christopoulos, C. (2016). Development of Replaceable Cast Steel Links for Eccentrically Braced Frames. Journal of Structural Engineering (United States), 142(10). https://doi.org/10.1061/(ASCE)ST.1943-541X.0001550
Tawfik, A. S., Badr, M. R., & ElZanaty, A. (2014). Behavior and ductility of high strength reinforced concrete frames. HBRC Journal, 10(2), 215–221. https://doi.org/10.1016/j.hbrcj.2013.11.005
Tong, L., Zhang, Y., Zhang, L., Liu, H., Zhang, Z., & Li, R. (2018). Ductility and energy dissipation behavior of G20Mn5QT cast steel shear link beams under cyclic loading. Journal of Constructional Steel Research, 149, 64–77. https://doi.org/10.1016/j.jcsr.2018.07.009
Yin, Z., Feng, D., & Yang, W. (2019). Damage analyses of replaceable links in eccentrically braced frame (EBF) subject to cyclic loading. Applied Sciences (Switzerland), 9(2), 1–20. https://doi.org/10.3390/app9020332
Zhang, C., Zhu, J., Wu, M., Yu, J., & Zhao, J. (2016). The lightweight design of a seismic low-yield-strength steel shear panel damper. Materials, 9(6). https://doi.org/10.3390/ma9060424
Zhang, H., Su, M., Lian, M., Cheng, Q., Guan, B., & Gong, H. (2020). Experimental and numerical study on the seismic behavior of high-strength steel framed-tube structures with end-plate-connected replaceable shear links. Engineering Structures, 223(June), 111172. https://doi.org/10.1016/j.engstruct.2020.111172
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