Zhafran, Abdil Hafiizh (2016) Analisa Respon Dinamis Struktur Jacket Fixed Platform Akibat Beban Tubrukan Kapal Studi Kasus : Bekapai Bq platform. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Analisa perilaku respon gerak struktur jacket fixed platform yang dilakukan
pada struktur Bekapai BQ Platform didasari oleh adanya isu ketidaknyamanan
para personil yang bekerja di atasnya. Gaya tubrukan dari kapal yang akan
bersandar mengakibatkan struktur mengalami perpindahan cukup besar dari posisi
awal. Yang membahayakan karena perpindahan struktur sangat terasa pada daerah
maindeck terutama pada livingquater yang merupakan tempat tinggal personil.
Analisa respon gerak dinamis struktur yang akan ditinjau adalah nilai defleksi
pada beberapa joint penting setelah mendapat pengaruh tubrukan kapal pada
boatlanding struktur. Respon dinamis struktur didapatkan dari hasil analisa
berbasis time domain dengan tujuh variasi arah datang kapal yang akan bersandar.
Hasil yang di dapatkan menunjukan bahwa struktur benar mengalami
perpindahan yang cukup besar. Untuk perpindahan defleksi struktur paling tinggi
terjadi saat tubrukan kapal dengan kecepatan 1 knot yang terkena pengaruh beban
gelombang arah 2250. Dapat disimpulkan bahwa tabrakan kapal akan memberikan
efek perpindahan yang sangat besar pada struktur, tetapi masih dapat diterima.
Namun perlu dilakukan adanya analisa lanjutan guna menambah kekuatan struktur
agar dapat menerima beban tabrakan yang lebih besar.
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Dynamic response behavior analysis on the fixed platform jacket structure
performed on BQ Platform Bekapai structure constituted by the issue of
personnel’s inconvenience while working on it. The collision force of ship
docking process is generating the structure to experience significant amount of
displacement from the initial position. It’s dangerous because the displacement of
the structure is felt in the area around the deck, especially at living quarter which
is personnel’s home. Analysis of dynamic motion response of the structure that is
being calculated is the value of deflection on several important joint after
receiving vessel collisions influence of boat landing structure. The dynamic
response of the structure obtained from the analysis of time domain with seven
variations of ship docking direction. The results obtained show that the structure
actually having a fairly large displacement. For the highest displacement
deflection occurs when the structure of the ship collision at a speed of 1 knot
affected by wave loads towards 2250. It can be concluded that the ship collision
will provide a very large displacement effect on the structure, but still acceptable.
However, further analysis must be conducted to increase the strength of the
structure in order to receive a larger collision load.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSKe 627.98 Zha a |
| Uncontrolled Keywords: | respon dinamis, tubrukan kapal, boatlanding, defleksi, time domain |
| Subjects: | T Technology > TC Hydraulic engineering. Ocean engineering > TC1680 Offshore structures |
| Divisions: | Faculty of Marine Technology (MARTECH) > Ocean Engineering > 38201-(S1) Undergraduate Thesis |
| Depositing User: | Mr. Tondo Indra Nyata |
| Date Deposited: | 11 Sep 2017 03:16 |
| Last Modified: | 27 Dec 2018 04:31 |
| URI: | http://repository.its.ac.id/id/eprint/48822 |
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