cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
I Made Ardi Sudestra
Contact Email
journal@undiknas.acid
Phone
+6282236805788
Journal Mail Official
journal@undiknas.ac.id
Editorial Address
Universitas Pendidikan Nasional Jl. Bedugul No.39, Sidakarya, Denpasar, Bali 80225
Location
Kota denpasar,
Bali
INDONESIA
Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi
Published by Universitas Pendidikan Nasional
ISSN : -     EISSN : 26215276     DOI : 10.38043
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering
Papers published in this journal focus on or are related to the fields of Civil Engineering, Electrical Engineering, Informatics, and their sub-fields: Structure, Transportation, Geotechnical, Water Resources, Construction Management, Environmental, EngineeringPower/Energy System, Information Systems, Electronics, Control System, Computer system.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 99 Documents
 3   4   5   6   7 
Analisis Tingkat Resiko Dan Biaya Keselamatan Dan Kesehatan Kerja (K3) pada Pekerjaan Bangunan Gedung: Studi Kasus Proyek Pengadaan Bangunan Gedung Pertokoan Pasar Permanen Karangasem Bali Nengah Riana; Raimundo Sarmento; Komang Ariana
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (274.454 KB) | DOI: 10.38043/telsinas.v4i2.3334

Abstract

SMK3 merupakan manajemen keseluruhan pada proyek yang mencangkup perencanaan proyek, struktur organisasi, dan pelaksanaan prosedur proyek. SMK3 juga mengatur tentang sumber daya yang dibutuhkan bagi pengembangan dan juga pemeliharaan kebijakan keselamatan dan kesehatan kerja untuk pencapaian suatu lingkungan kerja yang tertib, aman, nyaman dan memberikan perlindungan bagi tenaga kerja serta jasa konstruksi. Namun dalam implementasinya, K3 masih belum menjadi prioritas perhatian bagi Industri. Salah satu kendalanya adalah masalah biaya penyelenggaraan SMK3. Penyelengaraan SMK3 Konstruksi Bidang Pekerjaan Umum sebagaimana dimaksud pada rincian kegiatan penyelengaraan SMK3 K3ini dilakukan karena akan memungkinkan terjadinya kecelakaan akibat kerja. Sehingga diperlukan biaya K3 untuk menekan terjadinya kecelakaan kerja atau sakit akibat kerja Tujuan dari studi ini adalah: 1) Untuk mengetahui berapa tinggi tingkat resikoK3 pada pekerjaan struktur beton. 2) Untuk mengetahui berapa nilai biaya K3 pada masa pandemic Covid-19 untuk menekan resiko pada pekerjaan struktur beton. Penelitian dilakukan pada proyek Pasar Karangasem dengan metode penelitian deskritif kualitatif dan deskritif kuantitatif. Metode deskritif kualitatif dan deskritif kuantitatif yang digunakan adalah metode wawancara, dengan foto dan menggunakan kuesioner yang bertujuan untuk mendapatkan opini responden mengenai frekuensi dan tingkat keparahan yang dapat terjadi dari resiko-resiko yang mungkin terjadi pada pekerjaan struktur beton di Proyek Bangunan Gedung Pertokoan Pasar Permanen Karangasem. Kesimpulan yang dapat diambil dari penelitian ini adalah: 1) Tingkat risiko pada seluruh sub pekerjaan struktur beton di Proyek Gedung Pertokoan Pasar Permanen Karangasem masuk dalam tingkat risiko Medium (M) rentang nilai (5 - <10) dimana tingkat bahaya kecil dengan klasifikasi hazard klas (C), hal ini terjadi karena proyek Gedung Pertokoan Pasar Permanen Karangasem telah menerapkan SMK3. 2) Biaya K3 untuk menekan risiko pada pekerjaan struktur beton di Proyek Gedung Pertokoan Pasar Permanen Karangasem adalah sebesar Rp. 14.054.388.000,00 atau 0.31% dari biaya total pekerjaan struktur beton di Gedung Pertokoan Pasar Permanen Karangasem.
Analisis Sistem House Load Dalam Menunjang Kehandalan Penyaluran Listrik di PLTDG Pesanggaran I Wayan Sugara Yasa; Guntara Nur; Made Asna
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (706.304 KB) | DOI: 10.38043/telsinas.v4i2.3335

Abstract

The rapid and continuous growth of electricity today makes the availability of electricity must continue to increase as well. However, sometimes an imbalance between the capacity of the generating unit and the load on the power grid system can cause a decrease/increase in the frequency of the generating unit system, including the generation side, which under certain conditions can cause the generating unit to die. If the generating units are shutdown at the same time/simultaneously it can result in a blackout on the system. The house load operation mode on the power generation unit is one of the scenarios that can be applied to speed up the recovery process during a blackout. In this study, a house load test was carried out on one of the generating units. The methodology used is to conduct direct testing on the PLTDG Block 4 Unit 11 Pesanggaran. The results of this test the unit has successfully carried out a house load test with a time of 30 minutes from the 150 kV network voltage loss unit so that the house load operation mode on the PLTDG Block 4 Unit 11 Pesanggaran generator unit can accelerate the efficiency of synchronization back to the network between 73.26% to 88.31% produces an efficiency of 15.05%. Besides being able to increase the reliability of the distribution of the electric power system, the application of the house load operation mode on the generating unit can provide potential economic benefits of Rp. 1,690,804,988.,
Analisis Kelayakan Panjang dan Tebal Perkerasan Runway Untuk Pesawat Jenis B737-900ER yang Beroperasi di Bandar Udara Banyuwangi I Putu Ariawan; Iqbal Wahyudi; Made Widya Jayantari
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (406.929 KB) | DOI: 10.38043/telsinas.v4i2.3341

Abstract

Runway is an airport facility which is very important for aircraft landing and taking off. The runway is a square area on the surface of the airport that is prepared for aircraft take off and landing, without a well-planned and managed runway, the aircraft will not be able to use the airport. In designing the runway, it is strictly regulated regarding the length, width, orientation (direction), configuration, slope / slope, and thickness of the runway pavement. This final project will analyze the feasibility of the runway length and the thickness of the pavement (runway) for the operational plan aircraft that will be used in the next 20 years. With ARFL corrections to the existing runway conditions, the current runway length is 2,500 meters. For the next 20 years traffic flow is forecasted using linear regression analysis from 2011 to 2037. From the forecasting results, it was found that the total aircraft movement was 19,138 movements (R1), so it was planned to use the B 737 900 ER aircraft because this aircraft had a passenger capacity of 220 seats. This aircraft is the reference for the planning of the runway dimensions. Some of the resulting planning analyzes include: the length of the planned runway is 2,498 meters long and 45 meters wide. Meanwhile, the pavement planning analysis resulted in a surface layer thickness of 4 inches, a base coarse layer of 13 inches, and a subbase thickness of 22 inches.
Analisis Daktilitas Struktur Gedung Rangka Beton Bertulang Dengan Metode Analisis Pushover: (Studi: Gedung Tugu Reasuransi Indonesia Jakarta) Ketut Nuraga; Dewa Ayu Putu Adhiya Garini Putri; Ketut Antriksa; Joao Ficher
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (400.401 KB) | DOI: 10.38043/telsinas.v4i2.3342

Abstract

Hasil analisis daktilitas struktur gedung beton bertulang dengan metode analisis Pushover menggunakan program SAP2000 didapat besarnya perpindahan pada sendi plastis saat ultimit dengan sendi plastis yang pertama kali terbentuk, diperoleh faktor daktilitas pada arah x sebesar (?) = 2,29 dan arah faktor daktilitas arah y sebesar (?) = 2,42 nilai faktor aktual daktilitas tersebut menunjukan bahwa struktur gedung tersebut bersifat Daktail parsial, dimana struktur mengalami respon inelastic.
Perencanaan Instalasi Listrik di Hotel dan Villa Maua Nusa Penida I Wayan Dikse Pancane; Ronal M Silitonga; I Made Asna
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1252.744 KB) | DOI: 10.38043/telsinas.v5i1.3664

Abstract

Maua Nusa Penida is one of the hotels and villas in Nusa Penida which will be discussed in this research. The number of hotel blocks to be built is 4 blocks, where each block consists of 8 rooms. As for the villa as many as 26 various villas. There is also a main building and a restaurant that will serve as future support. Once the existing buildings are complex, the developers are required to plan all the buildings to be built in order to obtain security and also economic factors in the development process. From the results of the planning that has been carried out on each building, each building requires a different number of lights depending on the type of lamp, the type of building and also the area of the building. After getting the total electricity demand in a building, planning is continued by determining the area of cable conductors that supply each building. From the calculation results, it is also known that the type of cable used is planting cable (NYRGbY & NYFGbY) which has good insulation when planted in the ground and follows the provisions of PLN regarding voltage loss, which does not exceed 5% at the end of the conductor. The safety used in buildings uses MCB and also MCCB. Meanwhile, the safety of electric current in the LVMDP and SDP sections uses MCCB components. From the planning results, the total electricity demand is 159,441VA for zone 1 villas and also 142,536VA for zone 2 villas. From this calculation it is also known that the PLN power requirement in each zone is 164,000 VA. To get the convenience and reliability of the electrical system in this hotel and villa, the supply of electrical power in addition to the electricity source from PLN is also equipped with a backup power generator of 200 KVA in each zone.
Pengaruh Up Grade Transformator 160 kVA dan 100 kVA Menjadi 250kVA/400V Terhadap Biaya Operasional Pemakaian Energi Listrik di Hotel Tonys Villa Resort and Spa I Wayan Sutama; Komang Hermawan; I Wayan Suriana
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (456.52 KB) | DOI: 10.38043/telsinas.v5i1.3689

Abstract

Hotel Tonys Villa and Resort was established in 2000 which is one of the 4-star hotels on the island of Bali which is located on Jalan Petitenget, South Kuta District, Badung. This hotel has a number of rooms, namely 22 Bungalow Rooms, 9 Pinky Villas, 40 Hotel Rooms, 3 large public pools and so on. One of the problems faced by this hotel is the increase in energy operational costs that are paid more than the budget with a minus average of Rp. 837,713 to Rp. 11,851,463 for each month. The method used is to analyze electricity cost savings by upgrading 160 and 100 KVA transformers to 1 250 KVA transformer, and analyze whether one 250 kVA transformer is able to carry the entire burden of Tonys Villa and Resort Hotel. The use of a 250 KVA transformer is considered more efficient than the use of a transformer (160 KVA and 100 KVA) with a cost difference of IDR 12,875,350 for each month and can save around IDR 154,504,200 within 1 year. In calculating the RM (Minimum Account) fee for the use of a 250 KVA transformer, it is considered more efficient and can save costs of Rp. 4,625,480 for each month if the use of the transformer is less than 40 hours and if the customer uses the transformer for more than 40 hours of use, then the financing will be calculated normally.
Penilaian Kinerja dan Penyusunan AKNOP Embung di Provinsi Bali Irma Suryanti; Putu Indah Dianti Putri; Made Widya Jayantari
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (445.386 KB) | DOI: 10.38043/telsinas.v5i1.3694

Abstract

Performance assessment and preparation of AKNOP (operation and maintenance costs) were carried out on 13 reservoirs in the province of Bali, including Embung Badeg, Embung Batudawa, Embung Baturinggit, Embung Besakih, Embung Bukit, Embung Datah I, Embung Datah II, Embung Dukuh, Embung Muntig, Embung Seraya Timur, Embung Seraya, Embung Telung Buana, and Embung Untalan located in Karangasem Regency. The purpose of this study is to evaluate the reservoir performance against the specified assessment aspects and to obtain the planned operating and maintenance costs for the reservoir facilities and infrastructure based on the damage criteria. The evaluation of the operation performance and maintenance of the reservoir refers to the Circular Letter of the General Director of Water Resources, Ministry of Public Works and Housing. Meanwhile, the AKNOP value is calculated from the total of multiplication volume, frequency, and unit price of work for each reservoir operation and maintenance activity. The reservoir performance evaluation is based on four criteria, physical performance, operating and service performance, security and environmental system performance, and institutional performance. From the study, the result shows that 13 reservoirs' performances are in adequate condition. The operation and maintenance can be done by routine and periodic maintenance activities based on operating and maintenance cost plans. This activity is expected to reduce reservoir damage.
Analisis Biaya Perjalanan Lalu Lintas Akibat Adanya Pengaruh Hambatan Samping pada Ruas Jalan Raya Canggu I Gede Adi Pramesta; I Gusti Ngurah Nyoman Wismantara; Dewa Ayu Putu Adhiya Garini Putri
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (290.049 KB) | DOI: 10.38043/telsinas.v5i1.3731

Abstract

Canggu Village is a village located in the tourist area of southern Bali. resulting in economic activity originating from tourism activities. transportation has greatly increased. especially in traffic conditions. this is the interest of researchers to analyze the cost of traffic travel due to side barriers. This method is to ensure the presentation of road fractions referring to the 1997 MKJI and the calculation of the BOK for vehicles involving the strategy of the Ministry of Public Works in 2005. Meanwhile, the calculation of the BOK for bicycles refers to the DLLAJ strategy. for the Province of Bali - PTS Consultant 1999. The consequences of this study are: 1) The current appearance of the Canggu Highway with the presence of side barriers are: The capacity of the street portion is 2.883 pcu/hour at top hours in the first part of the day. evening. what's more, evening. The degree of saturation or v/c ratio on the existing road is 0.513 for the morning peak hours. 0.469 and 0.496 for the afternoon and evening peak hours. The speed of light vehicles during the morning top hours is 13.48 km/hour. the afternoon peak hours are 14.11 km/hour and the afternoon peak hours are 13.48 km/hour hours. The level of service for each peak hour is at service level F. 2) The total traffic cost due to the presence of side barriers per 12 hours of observation is Rp. 4.372.938.06. and the cost of travel in each peak hour is for the morning peak hour at 07.15-08.15 Rp. 356.444.50. the peak hour at 12.15-13.15 is Rp. 297.484.08 peak hours in the afternoon at 16.15-17.15 for Rp. 707.875.89.
Kendala Pada Pelayanan Pembuatan Izin Mendirikan Bangunan di Kabupaten Badung I Nyoman Indra Kumara; I Nengah Riana; Komang Agus Ariana
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (311.081 KB) | DOI: 10.38043/telsinas.v5i1.3749

Abstract

On October 5, 2020 the Job Creation Act (UU Ciptaker) was passed and removed the requirements for a building permit (IMB) to obtain a development, structuring, and building construction permit. This is due to the complexity of the investment licensing process in Indonesia. Badung Regency is an attraction for investors to invest as well as apply for an IMB because it is a tourism area. This results in a lot of development and will indirectly increase the number of applications for IMB management. The process of obtaining IMB in Badung Regency is carried out by the Badung Regency Investment and One Stop Integrated Service (DPMPTSP). This study describes the constraints on the service of making IMB in Badung Regency. Collecting data using mixed research methods, quantitative descriptive analysis, and thematic analysis, in order to obtain 14 obstacles faced in IMB services in Badung Regency. These constraints can be grouped based on the processes that must be passed in the IMB service in Badung Regency. All of these obstacles were obtained based on literature studies, interviews with expert staff, as well as guided by regulations, time baselines, and criteria contained in the applicable SOPs.
Analisis Kelayakan Finansial dan Kerugian Akibat Adanya Pandemi Covid-19 pada Angkutan Wisata dan Angkutan Antar Jemput I Gede Fery Surya Tapa; Putu Ariawan; I Ketut Nuraga
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (406.594 KB) | DOI: 10.38043/telsinas.v5i1.3753

Abstract

Before the Covid-19 pandemic, an increase in the number of foreign and domestic tourists. With the increase in the number of tourists, the number of tourist travel efforts to increase the mode of transportation, with the aim of travel and shuttle visits increases every year. The objectives of the study are to analyze most of the BOK of tourist and shuttle transportation, to analyze the revenue of financial transportation and shuttle transportation, and to analyze the feasibility of tourist and shuttle transportation. The data needed for this study are primary data obtained from questionnaire surveys and interviews, and secondary data obtained through related institutions. The total operational cost of the tourist transportation vehicle is Rp. 5,937,007,065 12 vehicles / year, shuttle transportation of Rp. 5,975,220,122 17 vehicles / year. The total tourism transportation revenue is Rp. 7,158,878,400 12 vehicles / year, and shuttle transportation of Rp. 8,978,130,221 17 vehicles / year. The financial feasibility of tourist transportation with an NPV value of Rp. 100,640,493,054> 0 (feasible), BCR value 1.95> 1 (feasible), IRR value 42.478%> 15% MARR (feasible), and PBP time of 7 years and 1 month. Shuttle transportation NPV value of Rp. 734,194,558> 0 (feasible), BCR value 1.02> 1 (feasible), IRR value 19.649%> 15% MARR (feasible), and PBP time of 6 years 4 months. Sensitivity analysis of tourist transportation costs increased by 34%, income decreased by 34% and shuttle costs increased by 1.5%, income decreased by 1.5%. Losses during 2020-2021, for tourist transportation amounted to -Rp. 10,782,606,379 12 vehicles / 2 years, shuttle transportation of -Rp. 16,866,802,314 17 vehicles / 2years.

Page 5 of 10 | Total Record : 99

 3   4   5   6   7 

Filter by Year

2018 2023


Reset
Filter By Issues
All Issue Vol 6 No 2 (2023) Vol 6 No 1 (2023) Vol 5 No 2 (2022) Vol 5 No 1 (2022) Vol 4 No 2 (2021) Vol 4 No 1 (2021) Vol 3 No 2 (2020) Vol 3 No 1 (2020) Vol 2 No 2 (2019) Vol 1 No 2 (2018)