ASSESSING THE IMPACT OF ENVIRONMENTAL HAZARDS ON EDUCATIONAL FACILITY STRUCTURES IN KARANGASEM REGENCY: IMPLICATIONS FOR RISK MITIGATION
DOI:
https://doi.org/10.22225/jipe.3.2.2024.41-49Keywords:
Building Damage Assessment, Disaster Risk Mitigation, Geographic Information System (GIS)Abstract
Educational facilities in Karangasem Regency face significant risks from environmental factors such as seismic activity, unstable soils, and extreme weather, which contribute to structural damage. This study aims to assess the extent of building damage in these facilities and understand its relationship with surrounding environmental conditions to inform risk mitigation strategies. A comprehensive method was employed, combining field surveys, structural inspections, and Geographic Information System (GIS) mapping. Damage levels were classified into minor, moderate, severe, and total destruction, based on structural and non-structural indicators. Disaster risk, including potential strong winds, potential floods, potential landslides, potential droughts, and potential earthquakes, were integrated to identify patterns and correlations with building damage. The findings revealed that 16.7% and 7.7% of facilities experienced light damage and moderate damage respectively, predominantly in areas with high winds, landslides, and earthquakes potential. Additionally, topographical challenges, such as slope instability, were identified as major contributors to damage severity. GIS analysis highlighted clusters of high-risk zones, underscoring the spatial relationship between environmental conditions and damage distribution. The study concludes that the integration of structural assessments with environmental analysis provides a robust framework for evaluating building vulnerabilities. Recommendations include the adoption of disaster-resistant construction materials, enhanced maintenance protocols, and strategic land-use planning. These measures are essential for mitigating risks and ensuring the safety and sustainability of educational facilities in Karangasem Regency. This research offers valuable insights into disaster risk management and contributes to developing resilient infrastructure in hazard-prone regions.
References
[2] S. A. Argyroudis, S. Mitoulis, M. G. Winter, and A. M. Kaynia, “Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience,” Reliab. Eng. Syst. Saf., vol. 191, no. May, p. 106567, 2019, doi: 10.1016/j.ress.2019.106567.
[3] I. P. E. Sarassantika and I. B. G. P. Putra, “The Importance of Awareness of Heritage Building’s Seismic Behaviors?: Specific on Pagoda-Type Structure,” J. Infrastruct. Facil. Asset Manag., vol. 2, no. 1, 2020, doi: 10.12962/jifam.v2i1.6903.
[4] PUPR, Buku Panduan - Tata Cara Identifikasi dan Verifikasi Kerusakan.
[5] “damapancana.denpasarkota.go.id.pdf.” https://damapancana.denpasarkota.go.id/peta_rawan_bencana/angin_kencang
[6] W. H. Nur, F. N. Azizah, and S. Akbar, “A metamodel for disaster risk models,” Proc. 2015 Int. Conf. Data Softw. Eng. ICODSE 2015, no. June 2016, pp. 13–18, 2016, doi: 10.1109/ICODSE.2015.7436964.
[7] I. P. E. Sarassantika et al., “Kinerja Struktur Meru Terhadap Beban Angin,” no. November, pp. 16–17, 2023.
[8] W. F. Baker, D. S. Korista, and L. C. Novak, “Engineering the World ’ s Tallest – Burj Dubai,” no. March, pp. 3–5, 2008.
[9] H. Toshikazu, M. Chikahiro, and N. Yasushi, “Seismic and Wind Performance of Five-Storied Pagoda of Timber Heritage Structure,” Adv. Mater. Res., vol. 134, pp. 79–95, 2010, doi: 10.4028/www.scientific.net/AMR.133-134.79.
[10] S. P. Tampubolon, I. P. E. Sarassantika, and I. W. G. Suarjana, “Analisis Kerusakan Struktur Bangunan dan Manajemen Bencana Akibat Gempa Bumi, Tsunami, dan Likuifaksi di Palu,” Bentang J. Teor. dan Terap. Bid. Rekayasa Sipil, vol. 10, no. 2, pp. 169–186, 2022, doi: 10.33558/bentang.v10i2.3263.
[11] I. N. Sinarta and I. W. A. Basoka, “Safety factor analysis of landslides hazard as a result of rain condition infiltration on Buyan-Beratan Ancient Mountain,” J. Phys. Conf. Ser., vol. 1402, no. 2, 2019, doi: 10.1088/1742-6596/1402/2/022002.
[12] M. C. Harist, H. A. Afif, D. N. Putri, and I. P. A. Shidiq, “GIS modelling based on slope and morphology for landslide potential area in Wonosobo, Central Java,” MATEC Web Conf., vol. 229, pp. 1–6, 2018, doi: 10.1051/matecconf/201822903004.
[13] I. P. E. Sarassantika and H. L. Hsu, “Improving brace member seismic performance with amplified-deformation lever-armed dampers,” J. Constr. Steel Res., vol. 192, no. August 2021, p. 107221, 2022, doi: 10.1016/j.jcsr.2022.107221.
[14] I. P. E. Sarassantika and H. L. Hsu, “Upgrading framed structure seismic performance using steel Lever-Armed dampers in the Braces,” Eng. Struct., vol. 280, no. January, p. 115683, 2023, doi: 10.1016/j.engstruct.2023.115683.
[15] I. P. E. Sarassantika, P. D. Sulistiana, I. G. D. P. Sanjaya, I. M. N. Hartawan, I. G. N. A. E. A. Tejadinata, and K. Y. P. Suwandi, “Seismic Performance Analysis of Meru (Bali Pagoda): Preliminary Study,” E3S Web Conf., vol. 445, 2023, doi: 10.1051/e3sconf/202344501014.
[16] R. Sulaksitaningrum et al., “The optimal damper placement configuration for three-dimensional RC building,” IOP Conf. Ser. Mater. Sci. Eng., vol. 669, no. 1, 2019, doi: 10.1088/1757-899X/669/1/012056.
[17] I. W. M. Andreasnata, I. N. Sinarta, N. K. Armaeni, and I. P. E. Sarassantika, “Column structure strengthening with FRP (Fiber Reinforced Polymer) due to story addition,” J. Infrastruct. Plan. Eng., vol. 1, no. 1, pp. 38–45, 2022.
[18] B. Fernandus and I. P. E. Sarassantika, “Reducing the torsional behavior in irregular special moment resisting frames with steel dampers,” vol. 1, no. 2, pp. 68–74, 2022.
Downloads
Published
Issue
Section
License
Copyright (c) 2024 I Putu Ellsa Sarassantika, Gde Bagus Andhika Wicaksana , Kadek Tania Utami Putri

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Authors who publish with this journal agree to the following terms:
1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).




