Authors : Oktoberty; Sri Pramono; Tjokro Hadi; S Budirahardjo; Agus Tri Wandono
Volume/Issue : Volume 5 - 2020, Issue 9 - September
Google Scholar : http://bitly.ws/9nMw
Scribd : https://bit.ly/3jaJQ4q
DOI : 10.38124/IJISRT20SEP477
Indonesia’s geograpycal is archipelago. As
archipelago, Indonesia has been recognized world by
internationally. Srategic conditions in Indonesia
demand that the county is able to develop the potential
of the maritime. One of the efforts in develelopment
about maritime potential is one of them is manufacture
model dry dock gate is stable. Dry Dock Shipyard Door
Modeling is used to carry out the analyzes needed by
the research and also wants to promote the use
according to the needs of the field, both in terms of
safety, comfort and budget in terms of operational
safety. This research program aims to resolve the
stability of Dry Dock doors with a length of 40.4 meters
using Maxsurf and Hydromax software in analyzing
estimates using intervals of 500 mm in length expected
to produce detailed data leading to longitudinal and
transverse data as asked by the process ship planning in
general. The result of dry dock gate analysis with a
length of 40.4 m meets IMO standards where ballast
construction requires 54% and 68% and using ballast
fix will be able to produce a GMt value of 1.693 m with
a tide height of 10.393 m. GMt values indicate the gate
dick can remain stable and sturdy standing at the
bottom of the dock when dry. when the ballast is empty,
it will produce GMt 1,007, which means the dock is
stable, but it is still easily broken down. These
conditions govern when maintaining dry dock doors
Keywords : Fix Ballas Simulation, Dry Dock, Model Dry Dock, Software Maxsur