Analisis Kekuatan Struktur Bangunan Dermaga Kayu di Babo Teluk Bintuni, Papua Barat

Analysis of the Structural Strength of a Wooden Pier in Babo Teluk Bintuni, West Papua

  • Adan Kamarudin IPB University
  • Erizal IPB University
Keywords: Jetty, Modeling, SAP 2000, Structural Analysis

Abstract

Analysis of structural strength to the conditions of the jetty Port Babo of Teluk Bintuni, West Papua is important to ensure the stability of the against external loads and forces. The purpose of this research is to analyse and evaluate the strength of structures, as well as assess the durability of jetty structures. Modeling using the SAP2000 program corresponds to as built drawing. The results of the calculation of the working load include dead loads, live loads, ship berth, ship mooring force, current force, wave force, and earthquake force. Energy due to ship collision loads and vessel berthing force can be reduced using a fender designed using rubber fenders seibu V300H. The results of the structural analysis show that the number of combined variants is sufficient up to the shape mode 12. The dynamic earthquake shear forces in the x and y directions are still smaller than the static shear forces, so it needs to be multiplied by a scale factor of 2,9. The deviation that occurs in the structure is still smaller than the allowable deviation of 350 mm. Beams are designed using reinforcement with diameter 22 mm and 25 mm. The stress ratio value at the pile meets the pile capacity. It can be said that overall the Babo Teluk Bintuni wharf is safe from the working load.

Downloads

Download data is not yet available.

References

[BSN] Badan Standardisasi Nasional. 2012. Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung, SNI 1726-2012. Jakarta (ID): Badan Standardisasi Nasional.

[BSN] Badan Standardisasi Nasional. 2013. Persyaratan Beton Struktural untuk Bangunan Gedung, SNI 2847-2013. Jakarta (ID): Badan Standardisasi Nasional.

Budiono B, Supriatna L. 2011. Studi Komparasi Desain Bangunan Tahan Gempa dengan Menggunakan SNI 03-1726-2002 dan RSNI 03-1726-201X. Bandung (ID): ITB Press

[DepKP] Departemen Kelautan dan Perikanan. 2004. Undang-undang RI No. 31 tahun 2004 Tentang Perikanan. Jakarta (ID): Departemen Kelautan dan Perikanan.

Nopandri R, Fauziyah, Rozirwan. 2011. Stabilitas statis kapal bottom gillnet di Pelabuhan Perikanan Nusantara Sungailiat Bangka Belitung. Maspari Journal. 2(1): 63-69.

Nusantara MA. 2014. Analisa daya dukung pondasi dangkal pada tanah lempung menggunakan perkuatan anyaman bambu dan grid bambu dengan bantuan program plaxis. Jurnal Teknik Sipil dan Lingkungan. 2(3): 364-372

[OCDI] The Overseas Coastal Area Development Institute of Japan. 2002. Technical Standards and Commentaries for Port and Harbour Facilities in Japan. Tokyo (JP): Japan Ports and Harbours Association.

[POLB] Port Of Long Beach. 2012. Port of Long Beach Wharf Design Criteria. California (US): Port of Long Beach.

[PUSKIM] Pusat Penelitian dan Pengembangan Perumahan dan Pemukiman. 2020. Desain Spektra Indonesia. http://rsapuskim2019.litbang.pu.go.id. (26 Juli 2020).

Quinn AD. 1972. Design and Constraction of Port and Marine Structure. New York (US): Mc Graw-Hill Book Company.

Triatmodjo B. 2009. Perencanaan Pelabuhan. Yogyakarta (ID): Beta Offset.

Published
2021-07-30
How to Cite
1.
Kamarudin A, Erizal. Analisis Kekuatan Struktur Bangunan Dermaga Kayu di Babo Teluk Bintuni, Papua Barat: Analysis of the Structural Strength of a Wooden Pier in Babo Teluk Bintuni, West Papua. J-Sil [Internet]. 2021Jul.30 [cited 2024Nov.22];6(2):81-6. Available from: https://journal.ipb.ac.id/index.php/jsil/article/view/35066
Section
Research Articles