DESIGN OF CONTAINER VESSEL BERTH STRUCTURE IN BITUNG, NORTH SULAWESI
Indonesia is a maritime nation ergo ocean-based transportation holds a significant role in the <br /> <br /> development of the nation. Ocean-based transportation must be supported by sufficient <br /> <br /> facilities, especially berthing facilities. Thus, berthing facilite...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/21373 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Indonesia is a maritime nation ergo ocean-based transportation holds a significant role in the <br />
<br />
development of the nation. Ocean-based transportation must be supported by sufficient <br />
<br />
facilities, especially berthing facilities. Thus, berthing facilites must be provided throughout <br />
<br />
the nation so the movement of cargo and people would goes swiftly and efficiently. The berth <br />
<br />
structure in this thesis is located in Port of Bitung Container Terminal in line with The Longterm <br />
<br />
Development Plan of Port of Bitung as an International Hub Port in Eastern Indonesia. <br />
<br />
The structure type of the berth structure is a deck on pile. The thesis covers the design criterias <br />
<br />
of container vessel berth structure, environment data modelling (wave transformation and <br />
<br />
current simulation), the calculation of load applied to the structure, structural analysis, design <br />
<br />
of steel reinforcement of concrete element of the berth structure, and soil load-bearing capacity <br />
<br />
analysis. General references of the container vessel berth structure design is The Technical <br />
<br />
Standards and Commentaries for Port and Harbour Facilities in Japan written by The <br />
<br />
Overseas Area Development Institute of Japan (OCDI), whilst the structural design limit state <br />
<br />
is referred to SNI 1729:2012 for steel element and SNI 2847:2013 for concrete element. <br />
<br />
Structural analysis of the berth structure is carried out with a structural analysis software. The <br />
<br />
resulted design yields an UCR of 0.82 for the pile and a vertical reaction in the amount of <br />
<br />
2841.888 kN. Hence the pile must be driven up to thirty meters under the seabed in order to <br />
<br />
support the berth structure. <br />
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