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Monitoring Illegal Fishing Memanfaatkan Data Penginderaan Jauh Dengan Discrete Cosine Transform Dan Neural Network Backpropagation Gunawan Tari; Rivanto Parung
Dewantara Journal of Technology Vol. 1 No. 1 (2020)
Publisher : Akademi Teknologi Industri Dewantara Palopo

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Abstract

Indonesia merupakan salah satu negara dengan luas lautan terbesar, sehingga dibutuhkan waktu yang tidak singkat dan tenaga yang tidak sedikit untuk mengawasi seluruh perairan Indonesia terutama untuk pengawasan perairan Indonesia dari kegiatan Illegal Fishing. Oleh karena itu pemanfaatan penginderaan jauh untuk kegiatan monitoring bisa menjadi solusi yang tepat. Monitoring kegiatan illegal fishing dilakukan dengan metode Discrete Cosine Transform untuk melakukan pendeteksian kapal dan Neural Network Backpropagation untuk analisa dan pengenalan pola-pola kapal yang melakukan illegal fishing. Pendeteksian kapal dengan Discrete Cosine Transform melalui indeks RGB kapal dari citra satelit. Dalam pengujian Discrete Cosine Transform sudah menunjukkan kemampuan untuk melakukan deteksi kapal di perairan Indonesia hingga kapal dengan ukuran <10 meter.
MODELING AND ANALYSIS OF THE STRUCTURE OF THE MITRA SMART CITY PALOPO GENERAL HOSPITAL BUILDING (RSU) BASED ON SAP 2000 Kastono; Murshal Manaf; Muh.Mulawarman; Gunawan Tari
International Journal of Social Science, Educational, Economics, Agriculture Research and Technology (IJSET) Vol. 4 No. 8 (2025): JULY
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/ijset.v4i8.802

Abstract

The modeling and analysis of building structures in this research aims to provide information about modeling techniques and structural analysis of multi-storey buildings that function as hospitals. Buildings standing with medium soil conditions (stiff soil profile) in Palopo City are included in the moderate earthquake area. Structural modeling and analysis was made using the SAP2000 program to obtain the magnitude of the loads acting on the building structure. The building dimensions are determined based on the condition of the columns, beams and plates based on the provisions of SNI 2847:2013. The results of the structural analysis show that the B80 beam element and C30 column element have a load case deviation of 12-16 mm and a load combination of 32-36 mm. The maximum deviation in terms of each floor is based on the earthquake load referring to SNI 1726:2012. The results of this research have been adapted to applicable regulations to produce a safe and comfortable building as a city hospital.