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CAUSEWAY BUILDING DAMAGE ANALYSIS (Case Study of Torobulu Ferry Port Crossing)
STABILITA || Jurnal Ilmiah Teknik Sipil · Vol. 11 No. 1 (2023) · pp. 44–49
ISSN 2657-2273, 2338-2899
Published 2023-05-22
Publisher Fakultas Teknik Jurusan Sipil Universitas Halu Oleo
Language eng
Abstract
Torobulu Port has been protected from waves by a 238-meter causeway. This study evaluates the performance of the Causeway building and the function of the Torobulu Port building. The CERC technique (1984) was utilized to calculate wave period height, whereas the circular letter of the minister of public works No. 01/SE/M/2011 on operational rules and maintenance of coastal safety buildings was utilized to calculate building condition index. This analysis determined that the causeway is still non-overtopping, so it continues to safeguard the port region from wave threats. The study of the building condition index reveals favorable results, with a value of 1.20 and an index of 0.0 1.15, allowing for physical condition and function-based action recommendations.
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Metadata source: OAI-PMH (metadata jurnal) https://ojs.uho.ac.id/index.php/stabilita_jtsuho/oai,
first harvested 31 Okt 2026,
last seen 1 Nov 2026.
Original metadata (oai_dc)
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<dc:title xml:lang="en-US">CAUSEWAY BUILDING DAMAGE ANALYSIS (Case Study of Torobulu Ferry Port Crossing)</dc:title>
<dc:creator>Aswad, Nini H</dc:creator>
<dc:creator>M, Saltiawan</dc:creator>
<dc:subject xml:lang="en-US">Bridge, index, physical state, and performance.</dc:subject>
<dc:description xml:lang="en-US">Torobulu Port has been protected from waves by a 238-meter causeway. This study evaluates the performance of the Causeway building and the function of the Torobulu Port building. The CERC technique (1984) was utilized to calculate wave period height, whereas the circular letter of the minister of public works No. 01/SE/M/2011 on operational rules and maintenance of coastal safety buildings was utilized to calculate building condition index. This analysis determined that the causeway is still non-overtopping, so it continues to safeguard the port region from wave threats. The study of the building condition index reveals favorable results, with a value of 1.20 and an index of 0.0 1.15, allowing for physical condition and function-based action recommendations.</dc:description>
<dc:publisher xml:lang="en-US">Fakultas Teknik Jurusan Sipil Universitas Halu Oleo</dc:publisher>
<dc:contributor xml:lang="en-US"></dc:contributor>
<dc:date>2023-05-22</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
<dc:type xml:lang="en-US">Peer-reviewed Article</dc:type>
<dc:format>application/pdf</dc:format>
<dc:identifier>https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/39854</dc:identifier>
<dc:identifier>10.55679/jts.v11i1.39854</dc:identifier>
<dc:source xml:lang="en-US">STABILITA || Jurnal Ilmiah Teknik Sipil; Vol 11, No 1 (2023): STABILITA || Jurnal Ilmiah Teknik Sipil; 44-49</dc:source>
<dc:source>2657-2273</dc:source>
<dc:source>2338-2899</dc:source>
<dc:source>10.55679/jts.v11i1</dc:source>
<dc:language>eng</dc:language>
<dc:relation>https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/39854/18393</dc:relation>
<dc:rights xml:lang="en-US">Copyright (c) 2023 Nini H Aswad, Saltiawan M</dc:rights>
<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>
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Cite this article
APA 7
Aswad, N. H., & M, S. (2023). CAUSEWAY BUILDING DAMAGE ANALYSIS (Case Study of Torobulu Ferry Port Crossing). STABILITA || Jurnal Ilmiah Teknik Sipil, 11(1), 44–49. https://doi.org/10.55679/jts.v11i1.39854
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IEEE
N. H. Aswad and S. M, “CAUSEWAY BUILDING DAMAGE ANALYSIS (Case Study of Torobulu Ferry Port Crossing),” STABILITA || Jurnal Ilmiah Teknik Sipil, vol. 11, no. 1, pp. 44–49, 2023, doi: 10.55679/jts.v11i1.39854.
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