Manalu, Indrayon (2015) Studi Penggunaan Lead Rubber Bearing Sebagai Base Isolator Dengan Model Jembatan Kutai Kartanegara Pada Zona Zona Gempa Di Indonesia. Undergraduate thesis, Institut Technology Sepuluh Nopember.
Preview |
Text
3111100089-Undergraduate Thesis.pdf - Published Version Download (5MB) | Preview |
Abstract
Indonesia berada pada wilayah pertemuan tiga lempeng
tektonik utama, yaitu lempeng Indo-Australia , lempeng Eurasia,
dan lempeng Pasifik. Hal ini menjadikan Indonesia sebagai
daerah rawan terjadinya gempa bumi, serta memiliki potensi
aktifitas seismic cukup tinggi dan sangat rawan terhadap bahaya
gempa
Dalam beberapa tahun terakhir base isolation (isolasi
dasar) telah berkembang digunakan sebagai teknologi untuk
mendesain gedung dan jembatan pada daerah dengan zona
gempa tinggi. Pemakaian base isolator sangatlah penting dalam
pembangunan sebuah jembatan. Namun desain base isolator
pada jembatan lebih menitikberatkan kepada pengaruh beban
lalu lintas dan temperatur, akan tetapi kemungkinan besar belum
memperhitungkan akibat beban gempa.
Tugas akhir ini bertujuan untuk menganalisa penggunaan
elastomeric bearing sebagai base isolator pada jembatan yang
mencakup perencanaan struktur bangunan atas jembatan,
perencanaan pemodelan elastomer bearing, dan control
pemodelan terhadap percepatan dan perpindahan akibat gaya
gempa
===========================================================================================================
Indonesia is the junction of three major tectonic plates, the
Indo-Australian plate, the Eurasian plate and the Pacific plate.
This makes Indonesia as earthquake-prone areas, as well as
having the potential for seismic activity is quite high and very
vulnerable to earthquake hazard
In recent years the base isolation (basic insulation) has
evolved as the technology used to design buildings and bridges in
areas with high seismic zones. The use of base isolators is very
important in the construction of the bridge. However, the design
of base isolators on the bridge is more focused on the influence of
traffic loads and temperatures, but most likely not take into
account the result of earthquake loads.
Use of Elastomeric Bearing on the bridge can extend the
time of the vibrating structure, thereby reducing the terjad
earthquake acceleration.This thesis aims to analyze the use of
elastomeric bearings as a base insulator on a bridge that includes
the planning of the bridge structure, planning elastomeric
bearing modeling, modeling and control of the acceleration and
displacement due to earthquake forces
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 693.852 Man s |
| Uncontrolled Keywords: | base isolator, lead rubber bearing, periode, seismik |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Mr. Tondo Indra Nyata |
| Date Deposited: | 13 Jun 2019 02:33 |
| Last Modified: | 13 Jun 2019 02:33 |
| URI: | http://repository.its.ac.id/id/eprint/63123 |
Actions (login required)
 |
View Item |