Evaluation of Seismic Potential Performance of Unej College Buildings in Lumajang Using the Pushover Method
Keywords:
Pushover Analysis, Earthquake Earth Building Structures.Abstract
The regulation on seismic safety design standards for building structures states that Indonesia is one of the countries with a high risk of earthquakes in most areas. To know the strength of structures during an earthquake, it is necessary to evaluate the performance of buildings using a nonlinear static analysis method (pushover). This analysis is used to assess the structural performance of buildings and to design them for seismic resistance in the event of an earthquake at the building's location. This indicates that structural components have been damaged and become less rigid, but are still strong enough to withstand collapse. Non-structural components still exist, but are no longer functional, but can be reused after repair. Strong column design concept when a beam weakness is met, this is indicated by the initial formation of plastic connections on the beam elements.
References
Rinda and Gati, “Analisis Perilaku Struktur Perkantoran Tahan Gempa Menggunakan Metode Pushover,” vol. 6, no. 1, pp. 56–66, 2020.
M. Gerami, Y. Sharbati, and A. Sivandi-Pour, “Nonlinear seismic vulnerability evaluation of irregular steel buildings with cumulative damage indices,” Int. J. Adv. Struct. Eng., vol. 5, no. 1, pp. 1–15, 2013, doi: 10.1186/2008-6695-5-9.
R. Seismik and N. Struktur, “Respon Seismik Non-linier dari Struktur 7.1,” vol. 1, 1993.
R. K. Rohman, “Evaluasi Kinerja Struktur Gedung Diagnostic Center Rsud Dr. Sudono Madiun Dengan Pushover Analysis,” Agri-tek, vol. 10, no. July, pp. 39–50, 2009.
B. Budiono, “Perilaku Struktur Bangunan dengan Ketidakberaturan Vertikal Tingkat Lunak Berlebihan dan Massa Terhadap Beban Gempa,” J. Tek. Sipil ITB, vol. 23, no. 2, pp. 113–126, 2016, doi: 10.5614/jts.2016.23.2.4.
K. Ramin and M. Fereidoonfar, “Finite Element Modeling and Nonlinear Analysis for Seismic Assessment of Off-Diagonal Steel Braced RC Frame,” Int. J. Concr. Struct. Mater., vol. 9, no. 1, pp. 89–118, 2015, doi: 10.1007/s40069-014-0089-9.
G. P. S. Vslam and T. Gps, : “1) 2),” vol. 3, no. 1, pp. 1–12, 2020.
D. N. S., “Pushover Analysis of Multy Story Building,” Int. J. Res. Eng. Technol., vol. 03, no. 15, pp. 691–693, 2014, doi: 10.15623/ijret.2014.0315129.
F. Wang, J. G. Sun, and N. Zhang, “An improved multidimensional MPA procedure for bidirectional earthquake excitations,” Sci. World J., vol. 2014, 2014, doi: 10.1155/2014/320756.
K. Fujii, “Correction: Pushover-Based seismic capacity evaluation of Uto City Hall damaged by the 2016 Kumamoto Earthquake. [Buildings 2019, 9, 140]doi 10.3390/buildings9060140,” Buildings, vol. 9, no. 11, pp. 22–24, 2019, doi: 10.3390/buildings9110234.
E. Hernández-Montes and M. Aschheim, “An Estimate of the Yield Displacement of Coupled Walls for Seismic Design,” Int. J. Concr. Struct. Mater., vol. 11, no. 2, pp. 275–284, 2017, doi: 10.1007/s40069-017-0188-5.
M. G. Realdy et al., “Evaluasi Kinerja Struktur Bangunan Gedung Bertingkat Menggunakan Pushover Analysis Dengan Metode Fema 356 Dan Fema 440 ( Studi Kasus?: Gedung Rawat Inap Rumah Sakit Umum Daerah,” vol. 440, pp. 28–34, 2018.
R. Leslie, “The Pushover Analysis, explained in its Simplicity,” vol. 0, no. September 2013, pp. 1–13, 2002.
C.-K. Chiu, H.-F. Sung, K.-N. Chi, and F.-P. Hsiao, “Experimental Quantification on the Residual Seismic Capacity of Damaged RC Column Members,” Int. J. Concr. Struct. Mater., vol. 13, no. 1, 2019, doi: 10.1186/s40069-019-0361-0.
M. Fakharifar, G. Chen, A. Dalvand, and A. Shamsabadi, “Collapse Vulnerability and Fragility Analysis of Substandard RC Bridges Rehabilitated with Different Repair Jackets Under Post-mainshock Cascading Events,” Int. J. Concr. Struct. Mater., vol. 9, no. 3, pp. 345–367, 2015, doi: 10.1007/s40069-015-0107-6.
H. P. Suwandi, “Analisis Gempa Non-Linear Static Pushover Dengan Metode Atc-40 Untuk Evaluasi Kinerja Struktur Bangunan Gedung,” Modul. Media Komun. Dunia Ilmu Sipil, vol. 1, no. 1, p. 35, 2019, doi: 10.32585/modulus.v1i1.379.
K. Du, H. Luo, J. Bai, and J. Sun, “Integrating of Nonlinear Shear Models into Fiber Element for Modeling Seismic Behavior of Reinforced Concrete Coupling Beams, Wall Piers, and Overall Coupled Wall Systems,” Int. J. Concr. Struct. Mater., vol. 13, no. 1, 2019, doi: 10.1186/s40069-019-0346-z.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 International Journal of Sciences: Basic and Applied Research (IJSBAR)
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who submit papers with this journal agree to the following terms.
