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"Telah dilakukan penelitian pada reservoar karbonat di Lapangan "D" yang terletak pada cekungan Jawa Timur. Inversi seismik extended elastic impedance (EEI) digunakan untuk mengidentifikasi distribusi reservoar hidrokarbon pada reef karbonat. Pada sudut tertentu (χ) diperoleh nilai korelasi yang tinggi antara log target dengan log EEI yang merupakan best chi angle yang digunakan dalam membuat volum seismik scaled reflectivity. Korelasi log EEI dengan log LMR cukup besar dengan nilai sudut χ sebesar 12º (r=0.987287478) untuk parameter Lamda Rho, sedangkan parameter Mu Rho diperoleh nilai sudut χ sebesar -13º (r=0.995584548). Post stack inversi seismik sparse spike digunakan terhadap volum scaled reflectivity untuk mendapatkan seismik cube LMR. Sebagai hasilnya, sensitivitas parameter LMR terhadap keberadaan hidrokarbon digunakan untuk mengetahui kandungan fluida reservoar. Sumur D-02 memiliki potensi kandungan hidrokarbon yang cukup banyak dibandingkan dengan sumur D-01. Kemudian hasil inversi EEI digunakan untuk mengetahui penyebaran reservoar karbonat yang berarah Utara semakin dalam menyebar kearah Selatan dan membelok kearah Barat Daya.

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A study of characterization of carbonate reservoir has been done in Field "D" located at East Java basin. Extended elastic impedance (EEI) seismic inversion was applied to identify the distribution of hydrocarbon reservoir in a reef carbonate. At a certain angle (  ) obtained high correlation between target log and EEI log that best chi angle which is used to make scaled reflectivity seismic cube. Correlation EEI log with target log is good enough at a value of  angle 12º (r = 0.987287478) for Lambda Rho parameters, while the Mu Rho parameter obtained the value of  angle -13º (r = 0.995584548). Post Stack Sparse Spike Seismic Inversion is applied to scaled reflectivity seismic cube to get LMR seismic cubes. As Results, sensitivity of LMR parameter with the presence of hydrocarbons is used the fluid content of reservoir. D-02 well has potential hydrocarbon content than D-01 well. Then, EEI inversion results are used to determinate carbonate reservoir distribution that its direction at North so deeply the distribution spread to South and divert to Southwest."

"Migrasi seismik merupakan salah satu proses akhir dalam processing seismik. Proses migrasi bertujuan untuk meningkatkan resolusi lateral data seismik dengan cara memindahkan kedudukan reflektor pada posisi dan waktu pantul yang sebenarnya berdasarkan lintasan gelombang. Hal ini disebabkan karena penampang seismik hasil stack belumlah mencerminkan kedudukan yang sebenarnya, karena rekaman normal incident belum tentu tegak lurus terhadap bidang permukaan, terutama untuk bidang reflektor yang miring. Selain itu, migrasi juga dapat menghilangkan pengaruh difraksi gelombang yang muncul akibat pengaruh struktur geologi seperti patahan, sinklin, dan antiklin. Migrasi yang digunakan dalam penelitian ini, yaitu migrasi dengan menggunakan metode fourier split step dan finite-difference. Kedua metode migrasi yang digunakan tersebut diaplikasikan pada empat macam data seismik sintetik yang telah dibuat melalui pemodelan seismik Data seismik sintetik yang dibuat terdiri dari empat macam model geologi, yaitu model geologi dua perlapisan (sinklin-antiklin), model geologi tiga perlapisan (patahan), dan model geologi empat perlapisan dan satu channel, pada model geologi yang ketiga ini terdapat dua macam model kecepatan, yaitu model yang memiliki kecepatan kontinu dan model yang memiliki kecepatan tidak kontinu. Dilakukan perbandingan antara kedua metode migrasi yang digunakan terhadap data seismik sintetik yang ada. Hasil migrasi dengan menggunakan metode finite-difference terlihat lebih baik dalam mengatasi variasi kecepatan lateral yang sederhana maupun kompleks dibandingkan dengan metode fourier split step. Tapi, migrasi dengan menggunakan metode fourier split step lebih membutuhkan waktu yang singkat dalam hal proses komputasi dibandingkan metode finite-difference.

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Seismic migration is a part of final process in seismic processing. The purpose of migration is to enhance spatial resolution of seismic data. This migration is performed by moving the position of reflector with regards to the real position and reflecting time based on the wave path. The different image between the stacked section and true subsurface position of the event due to the record of normal incidence is not always perpendicular to its reflector, especially a reflector with a certain dip. In addition, migration collapse diffraction effect is shown from the result of geological structure such as fault, sincline and anticline.

The migration algorithm that was used is split step fourier and finite-difference migration. Both migration methods were applied to four types of synthetic seismic data that were produced by seismic modeling. The produced synthetic seismic data consisted of four types of geological modeling which are: double layered geological model (syncline - anticline), triple layered geological model (fault), four layered geology model, and one channel. For the third geological models it was found that there were two types of velocity model, a continual velocity and the other was not. Comparison was then done for the two migration methods used with the existing synthetic seismic data.

The results show that finite-difference migration is better than split step fourier migration in solving and handling variation of a simple and complex lateral velocity. In contrast, split step fourier migration is faster than finite-difference migration in the computation process."

"Pada tesis ini penulis akan melakukan pemodelan kecepatan rambat gelombang Rayleigh menggunakan metode Ambient Noise Tomography. Berbeda dengan seismic aktif, seismic passive menggunakan noise lingkungan sebagai sumber getaran. Adapun Periode yang digunakan berkisar pada 1-5 s. Pada pengembangannya metode ini dianggap dapat merepresentasikan struktur bawah permukaan. Data penelitian merupakan data ambient noise yang mengukur getaran natural tanah dimana sumber getaran utama adalah berasal dari oceanic wave dan cultural wave. Jumlah titik pengamatan adalah 27 titik. Dengan rentang waktu perekaman data selama 6 bulan di wilayah Sesar Semangko, Padang. Penelitian ini menghasilkan pemodelan kecepatan rambat gelombang Rayleigh yang merepresentasikan struktur bawah permukaan bumi di wilayah sekitar Sesar Semangko, Padang. Bentukan khas seperti pull apart basin pada danau Singkarak ditandai dengan kecepatan rendah. Dan wilayah anticlinal ditandai dengan kecepatan tinggi.

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In this thesis, the author will do the Rayleigh wave velocity modeling using Ambient Noise Tomography. Unlike the active seismic, passive seismic using the environment as a source of ambient noise. The period used in the range 1-5 s. In the development of this method is considered to represent the subsurface structures.

The research data is the data that measure the ambient noise of natural vibration of the ground where the main source of vibration is derived from oceanic wave and cultural wave. The number of observation points is 27 points. By recording data during the time span of 6 months in the region Fault Semangko, Padang.

This research resulted in Rayleigh wave velocity modeling representing the subsurface structure of the earth in the region around Fault Semangko, Padang. Typical formations such as pull apart basin on lake Batur is characterized by a low velocity. Anticlinal region is characterized by high velocity."

"Migrasi Seismik adalah suatu proses untuk memindahkan kedudukan reflektor pada posisi dan waktu pantul yang sebenarnya berdasarkan lintasan gelombang. Hal ini disebabkan karena penampang seismik hasil stack belumlah mencerminkan kedudukan yang sebenarnya, karena rekaman normal incident belum tentu tegak lurus terhadap bidang permukaan, terutama untuk bidang reflektor yang miring. Selain itu, migrasi juga dapat menghilangkan pengaruh difraksi gelombang yang muncul akibat adanya struktur-struktur tertentu. Migrasi yang digunakan adalah migrasi Kirchhoff, dimana keberhasilan dari migrasi Kirchhoff sangat dipengaruhi oleh model velocity yang digunakan untuk melakukan migrasi serta penggunaan frekuensi tertentu sehingga migrasi yang dilakukan dapat menghasilkan penampang seismik yang mendekati struktur geologi yang sebenarnya. Ada dua metode migrasi yaitu pre-stack time migration dan post-stack time migration. Pre-stack time migration adalah proses migrasi sebelum stacking. Pre-stack time migration sering diaplikasikan untuk lapisanlapisan dengan profil velocity yang kompleks, atau ketika struktur terlalu kompleks untuk proses post-stack time migration.

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Seismic Migration is a process to relocate position of a reflector to its true geology structure in the subsurface. The different image between the stacked section and true subsurface position of the event, because the record of normal incidence is not always perpendicular to its reflector, especially a reflector with a certain dip. Migration also can collapse a diffraction that appears if there is a point diffractor in the subsurface. One of the method that will be used in this thesis is Kirchhoff migration. The success of Kirchhoff migration is dependent on the frequency that is used for migration so the result of migration can represent the true subsurface geology structure. Two of the more important migration methods are pre-stack time migration and post-stack time migration. Pre-stack time migration is essentially when seismic data is adjusted before the stacking sequence occurs. Pre-stack time migration is often applied only when the layers being observed have complicated velocity profiles, or when the structures are just too complex to see with post-stack time migration."

"Telah dilakukan proses tomografi struktur kecepatan gelombang seismik Gelombang P menggunakan data gempabumi swarm di daerah Jailolo, Halmahera Barat, Maluku Utara. Penelitian ini bertujuan menentukan parameter gempabumi dan sebarannya yang ada diwilayah ini, menganalisis perbedaan antara rangkaian gempabumi swarm dengan gempabumi tektonik non swarm, dan menganalisis struktur kecepatan gelombang P Vp pada wilayah ini dan implikasinya terhadap keadaan tektonik lokal diwilayah ini yang menjadi penyebab gempabumi swarm Jailolo 2015. Digunakan rekaman data seismik 12 Agustus-12 September 2016 dari 33 stasiun yang ada pada jaringan 7G Seismic Temporary Network GFZ GeoForschungsZentrum ndash; German Reserarch Centre for Geosciences Helmholtz Centre Postdam dan BMKG Badan Meteorologi Klimatologi dan Geofisika , yang dianalisis menggunakan JISVIEW, sebuah program analisis gempabumi. Program simulps12 digunakan untuk melakukan proses inversi tomografi simultan. Dari rekaman seismik yang ada teranalisis 264 kejadian gempabumi sebelum relokasi yang kemudian menjadi 219 kejadian gempabumi setelah relokasi , yang digunakan dalam tahapan proses tomografi. Kejadian gempabumi yang ada diidentifikasi sebagai rangkaian kejadian gempabumi swarm, bukan kejadian gempabumi tektonik biasa non swarm yang memiliki pola foreshock-mainshock-aftershock. Dari gambar hasil tomografi diketahui adanya daerah dengan perturbasi nilai Vp tinggi diasumsikan sebagai magma yang mengalami intrusi magmatik dimasa lalu dan telah mendingin menjadi bagian batuan beku. Vp rendah dikedalaman diasumsikan sebagai intrusi magma yang sedang terjadi dari mantel bagian atas yang mendorong bagian lemah pada batuan beku dibagian kerak bumi bagian bawah diwilayah, sehingga mengakibatkan rangkaian gempabumi swarm pada akhir tahun 2015.

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The process of tomography for seismic velocity structure P wave has been done using swarm earthquake data in Jailolo, Halmahera Barat, and North Molucca. The objectives of this research are determining the earthquake parameters and its hypocentre and epicentre around research areas, analysing the difference between swarm and non swarm earthquake tectonic earthquake, and analysing the structure of P wave velocity Vp structures and correlating the results with the local and regional geological structure that became the source of swarm earthquake phenomenon in 2015.

A 32 days August 12 September 12 2016 seismic data recording, from 33 seismic station in 7G Seismic Temporary Network of GFZ GeoForschungsZentrum ndash German Research Centre for Geosciences Helmholtz Centre Postdam and BMKG Agency of Meteorology, Climatology and Geophysics , is analysed using JISVIEW, an earthquake analysis program.

Simulps12 program is used to do the simultaneous tomography inversion. From the seismic recording, we analysed 264 earthquake events before relocation, and after relocation process we used 219 earthquake events to do the inversion process. The earthquake event that analysed in research areas is identified as a swarm earthquake sequence, not am ordinary tectonic earthquake.

From tomography imaging result we found a region high Vp perturbance values that interpreted as a igneous rock of magma bodies from previous magmatic intrusion in the past. A low Vp perturbance values in the depth is interpreted as on going magmatic intrusion from upper earth mantle layer that pushing the weak zones at lower earth crust layer that caused the sequence of swarm earthquake in 2015."

"Pulau Jawa merupakan wilayah seismik aktif karena merupakan bagian dari Busur Sunda yang terletak di atas penunjaman antara Lempeng IndoAustralia terhadap Lempeng Eurasia. Khususnya di Jawa Timur, data terbaru maupun catatan sejarah mengatakan bahwa aktivitas gempa di Jawa Timur termasuk sangat aktif. Penelitian ini menggunakan tomografi double-difference untuk mencitrakan struktur kecepatan seismik 3D gelombang P dan S yang berkaitan dengan pola tektonik akibat zona subduksi. Data yang digunakan berasal dari katalog gempa dan katalog waktu tiba gelombang milik BMKG dengan periode perekaman dari 1 Januari 2020 hingga 31 Januari 2023. Terdapat 1.816 dari total 1.831 yang berhasil terelokasi. Proses inversi menunjukkan berkorelasi positif dengan keberadaan Cekungan Jawa Timur Utara berdasarkan seragamnya zona kecepatan rendah di area yang tersusun atas endapan dan batuan sedimen tersebut. Terdapat anomali kecepatan rendah yang diduga disebabkan oleh aktivitas magmatis di sepanjang rangkaian pegunungan berapi Jawa Timur, juga berasosiasi dengan aktifitas sesar lokal yakni Sesar Kendeng.

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Java Island is an active seismic region as it is part of the Sunda Arc, located above the subduction zone between the Indo-Australian Plate and the Eurasian Plate. Specifically in East Java, both recent data and historical records indicate high seismic activity. This study utilizes double-difference tomography to image the 3D seismic velocity structure of P and S waves related to tectonic patterns resulting from subduction zones. The data used is derived from the earthquake catalog and wave arrival time catalog owned by BMKG, covering the recording period from January 1, 2020, to January 31, 2023. Out of a total of 1,831 events, 1,816 were successfully relocated. The inversion process shows a positive correlation with the presence of the North Java Basin, indicated by a consistent low-velocity zone in the area composed of sedimentary deposits and rocks. Low-velocity anomalies are suspected to be caused by magmatic activity along the volcanic mountain range of East Java, also associated with local fault activity, the Kendeng Fault."

"[Penelitian ini membahas mengenai analisis perilaku dinamik struktur bangunan tahan gempa dengan perletakan terisolasi dengan cara membandingkannya dengan bangunan dengan perletakan tetap. Bangunan dengan perletakan terisolasidimodelkan dengan menggunakan base isolation yang sesuai dengan yang digunakan oleh rumah sakit UI, sementara bangunan dengan perletakan tetap dimodelkan dengan menggunakan perletakan jepit. Beban gempa yang digunakanadalah beban gempa riwayat waktu northridge, kobe, dan el-centro yang telah diskalakan dengan respon spektrum Depok sesuai dengan SNI 1726:2012 Tata cara perencanaan ketahanan gempa untuk struktur gedung dan non gedung.Analisa yang digunakan yaitu nonlinear time history direct integration. Nonlinearitas dari bangunan didapatkan dari material dan geometri yang diwakilkan oleh sendi plastis pada bangunan dengan perletakan tetap dan base isolator yang telah berdeformasi melebihi batas lelehnya pada bangunan dengan perletakan terisolasi. Dari hasil penelitian menunjukkan penggunaan base isolator pada struktur bangunan tahan gempa meningkatkan peforma bangunan akibat beban gempa, serta memperkecil gaya dalam element-element struktur bangunan.

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This study discusses the comparison of the dynamic behaviour analysis of the isolated base seismic structure and fixed base structure. The isolator used in the mathematical model of the isolated base structure in this study is the same with the isolator that will be used in the real UI Hospital Building, while the fixed base structure modeled by rigid base. The seismic load used in this study are time history seismic load of Northridge, Kobe, and El Centro. The time history is scaled by the factor appropriate with SNI 1726:2012. Nonlinear time history direct analysis method will be performed in this study. The nonlinearity of the structure consists of geometrical nonlinearity and material nonlinearity gained

from the plastic hinge and the deformation of the isolator that exceed its yield deformation point. Result shows that isolated base structure has better performances than fixed base structure. It showed by the decreasing amount of the

internal forces of each elements of the structure.;This study discusses the comparison of the dynamic behaviour analysis of the isolated base seismic structure and fixed base structure. The isolator used in the mathematical model of the isolated base structure in this study is the same with the isolator that will be used in the real UI Hospital Building, while the fixed base structure modeled by rigid base. The seismic load used in this study are time history seismic load of Northridge, Kobe, and El Centro. The time history is scaled by the factor appropriate with SNI 1726:2012. Nonlinear time history

direct analysis method will be performed in this study. The nonlinearity of the structure consists of geometrical nonlinearity and material nonlinearity gained from the plastic hinge and the deformation of the isolator that exceed its yield deformation point. Result shows that isolated base structure has better performances than fixed base structure. It showed by the decreasing amount of the

internal forces of each elements of the structure.;This study discusses the comparison of the dynamic behaviour analysis of the

isolated base seismic structure and fixed base structure. The isolator used in the

mathematical model of the isolated base structure in this study is the same with

the isolator that will be used in the real UI Hospital Building, while the fixed base

structure modeled by rigid base. The seismic load used in this study are time

history seismic load of Northridge, Kobe, and El Centro. The time history is

scaled by the factor appropriate with SNI 1726:2012. Nonlinear time history

direct analysis method will be performed in this study. The nonlinearity of the

structure consists of geometrical nonlinearity and material nonlinearity gained

from the plastic hinge and the deformation of the isolator that exceed its yield

deformation point. Result shows that isolated base structure has better

performances than fixed base structure. It showed by the decreasing amount of the

internal forces of each elements of the structure., This study discusses the comparison of the dynamic behaviour analysis of the

isolated base seismic structure and fixed base structure. The isolator used in the

mathematical model of the isolated base structure in this study is the same with

the isolator that will be used in the real UI Hospital Building, while the fixed base

structure modeled by rigid base. The seismic load used in this study are time

history seismic load of Northridge, Kobe, and El Centro. The time history is

scaled by the factor appropriate with SNI 1726:2012. Nonlinear time history

direct analysis method will be performed in this study. The nonlinearity of the

structure consists of geometrical nonlinearity and material nonlinearity gained

from the plastic hinge and the deformation of the isolator that exceed its yield

deformation point. Result shows that isolated base structure has better

performances than fixed base structure. It showed by the decreasing amount of the

internal forces of each elements of the structure.]"

"ABSTRAKEvaluating the effectiveness of dynamic vibration absorber (TMDs) in order to reduce vibration of equivalent SDOF system subjected to white noise random excitation is considered. This evaluation is limited to the displament response only and performed using RMS.Response Ratio, Performance and Effective Damping concepts. The Optimum Tuning and Damping of this system especially the damped one is determined using Iterative Process and formulas for these two optimum parameters also derived by using Regression Analysis. The behavior and effectiveness of this system under Simulated Earthquake also evaluated using SIMULINK Programs and in addition to this equivalent SDOF model (1st mode modelization) ,we try to see complete structural modeling for comparison. It is the MDOF model with State-Space Formulation."