Open Access
| Issue |
E3S Web Conf.
Volume 677, 2025
The 3rd International Conference on Disaster Mitigation and Management (3rd ICDMM 2025)
|
|
|---|---|---|
| Article Number | 06010 | |
| Number of page(s) | 7 | |
| Section | Physical Infrastructure Management and Recovery | |
| DOI | https://doi.org/10.1051/e3sconf/202567706010 | |
| Published online | 12 December 2025 | |
- Masrilayanti, Y. A. Hasibuan, R. Kurniawan, J. Sunaryati, and R. Aidil Fitrah, Performance evaluation of high-rise apartment building using pushover analysis. in E3S Web of Conferences 429 (2023). https://doi.org/10.1051/e3sconf/202342905024 [Google Scholar]
- M. Saravanan, R. Goswami, and G. S. Palani, Replaceable fuses in earthquake resistant steel structures: A review. Kor. Soc. of St. Cons. 18 (2018). https://doi.org/10.1007/s13296-018-0035-9 [Google Scholar]
- R. A. Fitrah and Masrilayanti, Seismic performance of special steel moment resisting frame building with consideration of setback irregularities. in AIP Conference Proceedings 2691 (2023). https://doi.org/10.1063/5.0114899 [Google Scholar]
- R. A. Fitrah, D. I. Mazni, W. Pratiwi, and Z. A. Jauhari, Seismic assessment of irregularities in steel special moment resisting frame with asymmetric-plan building (case study: Gedung D - Universitas Dharma Andalas). IOP Conf. Ser.: Earth Environ. Sci. 708 (2021). http://doi.org/10.1088/1755-1315/708/1/012007 [Google Scholar]
- V. Mohsenian, R. Filizadeh, I. Hajirasouliha, and R. Garcia, Seismic performance assessment of eccentrically braced steel frames with energy-absorbing links under sequential earthquakes. J. of Buil. Eng. 33 (2021). https://doi.org/10.1016/j.jobe.2020.101576 [Google Scholar]
- A. Hammad and M. A. Moustafa, Numerical analysis of special concentric braced frames using experimentally-validated fatigue and fracture model under short and long duration earthquakes. Bull. of Earth. Eng. 19(1), 287–316 (2021). https://doi.org/10.1007/s10518-020-00997-8 [Google Scholar]
- M. S. Khan, A. Basit, M. Rizwan, and N. Ahmad, Seismic fragility functions for RC As-built and eccentric steel brace frames. Structures 50, 1338–1352 (2023). https://doi.org/10.1016/j.istruc.2023.02.104 [Google Scholar]
- M. Bosco, Influence of uncertainties on the seismic performance assessment of chevron braced frames. Eng. Struct. 294 (2023). https://doi.org/10.1016/j.engstruct.2023.116594 [Google Scholar]
- J. Xu, S. L. Wang, H. S. Mohamed, J. Han, Z. Han, J. Tu, and Z. Li, Seismic performance of shear energy dissipation beams in d-shaped eccentrically braced steel frames. J. Constr. Steel Res. 180 (2021). https://doi.org/10.1016/j.jcsr.2021.106584 [Google Scholar]
- M. N. Wijaya, L. Susanti, and F. P. Pinontoan, Comparison of strain histories on reinforced concrete eccentric braced frame (EBF) with vertical and horizontal link. Rek. Sip. 19(2) 169–177 (2025). https://doi.org/10.21776/ub.rekayasasipil.2025.019.0 2.5 [Google Scholar]
- A. G. Ureña, R. Tremblay, and C. A. Rogers, Earthquake-resistant design of steel frames with intentionally eccentric braces. J. Constr. Steel Res. 178 (2021). https://doi.org/10.1016/j.jcsr.2020.106483 [Google Scholar]
- J. Li, W. Wang, and P. Li, Development, testing and performance evaluation of steel beam-through framed connections with curved knee braces for improving seismic performance. J. Constr. Steel Res. 179 (2021) https://doi.org/10.1016/j.jcsr.2021.106552 [Google Scholar]
- K. T. Htay, J. Tanjung, Masrilayanti, M. Olivia, F. M. Nazri, and M. Bur, A proposed fragility curve based on PO-ID hybrid analysis for seismic assessment performance of the reinforced concrete continuous bridges in earthquake prone area. Buildings 14(12) (2024) https://doi.org/10.3390/buildings14123875. [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.