References
- ANSI/AISC, & 341-16. (2016). An American National Standard, Seismic Provisions for Structural Steel Buildings. Chicago, American Institute of Steel Construction.
- Azad, K. S., & Topkaya, C. (2017). A review of research on steel eccentrically braced frames. Journal of Constructional Steel Research, 128, 53-73. doi:10.1016/j.jcsr.2016.07.032
- Binder, J., Gray, M., C, & O. (2017). Cast steel replaceable modular links for eccentrically braced frames. Structures Congress(University of Exeter). doi:10.1061/9780784480410.018
- Bruneau, M., Uang, C., & Whittaker, A. (2011). Ductile design of Steel Structures. McGraw-Hill ISBN 978-0-07-162523-4.
- Chacon, R., Vega, A., & Mirambell, E. (2019). Numerical study on stainless steel I-shaped links on eccentrically braced frames. Journal of Constructional Steel Research, 159, 67-80. doi:10.1016/j.jcsr.2019.04.014
- Chairi, M., Zaidir, Haris, S., & Yurisman. (2023). Performance improvement of earthquake-resistant steel structure system
- EBF (Eccentrically Braced Frame) by using modified long links. E3S Web of Conference 464. Padang, Indonesia: EDP Sciences. doi:10.1051/e3sconf/202346402001
- Daneshmand, A., & Hashemi, H. B. (2012). Performance of intermediate and long links in eccentrically braced frames. Journal of Constructional Steel Research, 70, 167-176. doi:10.1016/j.jcsr.2011.10.011
- Dewi, S., Thamrin, R., Haris, S., & Yastari, F. (2024). Tensile Forces Behaviour on Longitudinal Reinforcement and CFRP Strips on Circular Hollow Reinforced Concrete Columns. Civil and Environmental Engineering , 86-97.
- 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. doi:10.1061/(ASCE)ST.1943-541X.0000131
- Engelhardt, M. D., & Popov, E. P. (1989). Behaviour of long links in eccentrically braced frames. UCB/EERC-89/0 1;University of California at Berkeley.
- Engelhardt, M., & Popov, E. P. (1992). Experimental performance of long links in eccentrically braced frames. Journal of Structural Engineering, 118, 3067-3088. doi:10.1061/(ASCE)0733-9445(1992)118:11(3067)
- Garmeh, V., Akbarpour, A., Adibramezani, M., Kashani, A. H., & Adibi, M. (2022). SMA-based self-centering eccentrically braced frame with vertical link member. Structures, 43, 1230-1258. doi:10.1016/j.istruc.2022.07.034
- Ghobarah, A., & Ramadan, T. (1990). Seismic analysis of link of various length in eccentrically braced frames. J. Civ. Eng, 18, 140-148. doi:10.1139/l91-016
- Gottem, A., Lingeshwaran, N., Kumar, Y., Chowdary, C., Pratheba, S., & Perumal, K. (2023). Analytical Study of Buckling Restrained Braced Frames in Different Seismic Zone Using ETABS. Civil and Environmental Engineering, 19(1), 426-443. doi:10.2478/cee-2023-0038
- Hjelmstad, D., Keith, & Popov, E. P. (1984). Characteristics of eccentrically braced frames. Journal of Structural Engineering, 110, 340-353. doi:10.1061/(ASCE)0733-9445(1984)110:2(34
- Kasai, K., & Popov, E. P. (1986). A study of seismically resistant eccentrically braced frames. UCB/EERC-86/01; University of California. Berkeley, California.
- Kasai, K., & Popov, E. P. (1986). General behavior of WF steel shear link beams. Journal of Structural Engineering, 112, 362-382. doi:10.1061/(ASCE)0733-9445(1986)112:2(362)
- Kurdi, Budiono, B., Moestopo, M., Kusumastuti, D., & Muslih, M. (2017). Residual stress effect on link element of eccentrically braced frame. Journal of Constructional Steel Research, 128, 397-404. doi:10.1016/j.jcsr.2016.09.006
- Malley, O., James, & Popov, E. P. (1984). Shear links in eccentrically braced frames. Journal of Structural Engineering, 110, 2275-2295. doi:10.1061/(ASCE)0733-9445(1984)110:9(2275)
- Mansouri, A. (2021). Development of a novel haunched link for eccentrically braced frames. Engineering Structures, 245, 112870. doi:10.1016/j.engstruct.2021.112870
- Maulana, H., Thamrin, R., Kurniawan, R., Haris, S., Nabila, W. U., & Syaifa, L. (2025). Seismic Behaviour of Reinforced Concrete Beam-Column Joints Strengthened With Varied Installation Length of CFRP Sheets. Civil and Environmental Engineering , 409-426.
- Mohebkhah, A. M. (2020). Shear resistance of retrofitted castellated link beams: Numerical and limit Analysis Approaches. Engineering Structures, 203, 109864. doi:10.1016/j.engstruct.2019.109864
- Musbar, B. B., Kusumastuti, D., & Setio, H. D. (2017). Numerical study on the modification of long links in eccentrically braced frame. AIP Conference Proceedings. Bandung: American Institute of Physics. doi:10.1063/1.5011497
- Rezaeian, A., Shayanfar, M., & Jelokhani, P. (2022). The Experimental Study of Eccentrically Braced Frames with Double Vertical Links. Journal of Constructional Steel Research, 199, 107587. doi:10.1016/j.jcsr.2022.107587
- Roeder, C. W., & Popov, E. P. (1977). Inelastic behaviour of eccentrically braced frames. UCB/EERC-77/18;National Science Foundation, Washington, D.C.; American Iron and Steel Inst., Washington, D.C.
- Roeder, C. W., & Popov, E. P. (1978). Cyclic shear yielding of wide-flange beams. Journal of the Engineering Mechanics Division, 4, 763-780. doi:10.1061/JMCEA3.0002378
- SNI. (254 (2019)). 1726-2019 Earthquake Resistance Planning Procedures for Building and Non-Building Structures. Jakarta.
- Stephens, M., & Dusicka, P. (2014). Continuously stiffened composite web shear links: tests and numerical model validation. Journal of Structural Engineering, 140(7). doi:10.1061/(ASCE)ST.1943-541X.0000996
- Yurisman, Army, B., Sari, D., & Chairi, M. (2021). Kajian Numerik Perilaku Seismik Link Geser Pada Sistem Struktur. Jurnal Rekayasa Sipil, 17, 204-217. doi:10.25077/jrs.17.3.204-217.2021
- Yurisman, Budiono, B., Moestopo, M., & Suarjana, M. (2010). Behaviour of shear link of WF section with diagonal web stiffener of eccentrically braced frames (EBF) of steel structure. Journal of Engineering and Technological Sciences,, 42(2), 103-128. doi:10.5614/itbj.eng.sci.2010.42.2.1
- Yurisman, Sari, D., Murdiansyah, L., Chairi, M., & Khadavi. (2025). Numerical Analysis of the Seismic Performance of Eccentrically Braced Frames (EBFs) in Earthquake Resistant Steel Structures with Modified Plate Stiffener Pattern in The Link Element. Civil Engineering and Architecture, 13(4), 2895-1913. doi:10.13189/cea.2025.130407
