Open Access
| Issue |
E3S Web Conf.
Volume 677, 2025
The 3rd International Conference on Disaster Mitigation and Management (3rd ICDMM 2025)
|
|
|---|---|---|
| Article Number | 06006 | |
| Number of page(s) | 9 | |
| Section | Physical Infrastructure Management and Recovery | |
| DOI | https://doi.org/10.1051/e3sconf/202567706006 | |
| Published online | 12 December 2025 | |
- SNI, 1726-2019 Earthquake Resistance Planning Procedures for Building and Non-Building Structures, Jakarta, 254 (2019). [Google Scholar]
- M. Chairi, Zaidir, S. Haris and Yurisman, Performance improvement of earthquake-resistant steel structure system EBF (Eccentrically Braced Frame) by using modified long links. E3S Web of Conference. 464(1), (2023) https://doi.org/10.1051/e3sconf/202346402001 [Google Scholar]
- A. Ghobarah and T. Ramadan, Seismic analysis of link of various length in eccentrically braced frames. J. Civ. Eng. 18, 140-148 (2011) https://doi.org/10.1139/l91-016 [Google Scholar]
- J. Binder, M. Gray, C. Christopoulos and C. D. Oliveira, Cast steel replaceable modular links for eccentrically braced frames. In Proceedings of Structures Congress, ASCE, Universitas of Exeter, (2017) https://doi.org/10.1061/9780784480410.018 [Google Scholar]
- A. Daneshmand and B. H. Hashemi, Performance of intermediate and long links in eccentrically braced frame. J. Constr. Steel Res. 70, 167-176, (2012) https://doi.org/10.1016/j.jcsr.2011.10.011 [Google Scholar]
- Yurisman, D. Sari, L. Murdiansyah, M. Chairi and Khadavi, 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 (2025) https://doi.org/10.13189/cea.2025.130407 [Google Scholar]
- M. Bruneau, C. Uang and A. Whittaker, Ductile design of steel structures. (McGraw Hill Professional, Ohio, 1998) [Google Scholar]
- O. M. James and E. P. Popov, Shear links in eccentrically braced frames. J. Struct. Eng. 110(9), 2275-2295 (1984) https://doi.org/10.1061/(ASCE)0733-9445(1984)110:9(2275) [Google Scholar]
- K. Kasai and E. P. Popov, A study of seismically resistant eccentrically braced frames (University of California, California, 1986) https://nehrpsearch.nist.gov/static/files/NSF/PB871 24178.pdf [Google Scholar]
- M. D. Engelhardt and E. P. Popov, Behaviour of long links in eccentrically braced frames, (University of California, Berkeley, 1989) https://nehrpsearch.nist.gov/static/files/NSF/PB921 43056.pdf [Google Scholar]
- ANSI/AISC and 341-16, An American National Standard, Seismic Provisions for Structural Steel Buildings, (American Institute of Steel Construction, Chicago, 2016) [Google Scholar]
- A. Rezaeian, M. Shayanfar and P. Jelokhani, The experimental study of eccentrically braced frames with double vertical links. J. Constr. Steel Res., 199, 107587, (2022) https://doi.org/10.1016/j.jcsr.2022.107587 [Google Scholar]
- V. Garmeh, A. Akbarpour, M. Adibramezani, A. H. Kashani and M. Adibi, SMA-based self-centering eccentrically braced frame with vertical link member. Structures. 4(8), 1230-1258 (2022) https://doi.org/10.1016/j.istruc.2022.07.034 [Google Scholar]
- A. Mansouri, Development of a novel haunched link for eccentrically braced frames. Engineering Structures. 245(2), 112870 (2021) https://doi.org/10.1016/j.engstruct.2021.112870 [Google Scholar]
- Yurisman, B. Budiono, M. Moestopo and M. Suarjana, Behaviour of shear link of WF section with diagonal web stiffener of eccentrically braced frames (EBF) of steel structure. J. Eng. Technol. Sci. 42, 103-128 (2010) https://doi.org/10.5614/itbj.eng.sci.2010.42.2.1 [Google Scholar]
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