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Roi Milyardi
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Program Studi Teknik Sipil Universitas Kristen Maranatha, Jl. Surya Sumantri No.65, Sukawarna, Kec. Sukajadi, Kota Bandung, Jawa Barat 40164
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INDONESIA
Jurnal Teknik Sipil
Published by Universitas Kristen Maranatha
ISSN : 14119331     EISSN : 25497219     DOI : https://doi.org/10.28932/jts
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil is an Indonesia national wide accredited, peer reviewed, open access journal that publish and disseminate high quality, original research papers in Civil Engineering Field. Jurnal Teknik Sipil covers the following scope of research Structures, Geotechnics, Hydrology and Hydraulics, Transportation, Construction Engineering & Management, Infrastructure Management, Disaster Management, Materials Technology.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 288 Documents
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Evaluasi Simpang Bersinyal Taman Sari – Cikapayang Kota Bandung Dengan Analisis VisSim Yopi Grace Hutahaean; Budi Hartanto Susilo
Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i1.2863

Abstract

Taman Sari - Cikapayang intersection is one of the intersections in Bandung that has traffic problems, namely traffic jams. It can be seen from the length of the long lines at the arms of the Taman Sari - Cikapayang intersection to the Sulanjana intersection which often occurs during rush hour and weekend. Traffic jam occur in the Taman Sari - Cikapayang intersection during weekend because of the large number of cars parked along the Cikapayang road and the front of ??Balubur Town Square (Baltos) area. To minimize the level of congestion at the Taman Sari - Cikapayang intersection, a study was conducted to determine the causes of congestion at the Taman Sari - Cikapayang intersection and optimize the performance of the Taman Sari - Cikapayang intersection. It could be maked by modeling the Intersection using VisSim software. From the results of modeling conducted on VisSim software to describe congestion in the area of ??Baltos can be obtained an alternative solution to optimize the performance of Taman Sari – Cikapayang intrrsection. The results of the evaluation of traffic performance at Simpang Taman Sari - Cikapayang is obtained by the length of the largest queue at rush hour in the afternoon are found in the Cikapayang approach with a length of 353 meters with a LoS F. Based on simulation, the best solution to solve the problem of the length of the queue and LoS in the Baltos area is by banned the parking area on the Baltos area because it can reduce the length of the existing condition queue on the Taman Sari and Cikapayang and can increase LoS F in existing conditions to LoS A.
STUDI WAKTU PERJALANAN DAN TUNDAAN DENGAN APLIKASI VISSIM PADA RUAS JALAN A.H. NASUTION Mangaramot Justisiano Pakpahan; Budi Hartanto Susilo
Jurnal Teknik Sipil Vol 17 No 2 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i2.2880

Abstract

A.H Nasution Street is one of the primary arterial roads that connect between Cileunyi to East Bandung. East Bandung region is one of the areas that chosen by people at Bandung to settle. Therefore during rush hour there is congestion at A.H Nasution Street. The goal of this research is to identify vehicle travel time on A.H Nasution Street, and evaluate each intersection that is one of the major delays on A.H Nasution Street and provide alternative solutions using PTV Vissim. The road sections that reviewed ini this research started from the A.H nasution – Ahmad Yani Intersection until Ditbintekjatan, (Direktorat Bina Teknik Jalan dan Jembatan) with data collection time on Monday, 9th Mar 2020 at 06.00 am – 07.00 am. The existing analysis on A.H Nasution street from West to East has LoS F with vehicle travel time taken for 22 minutes 10 seconds with a delay of 410 seconds, while from East to West has LoS F with vehicle travel time taken for 23 minutes 47 seconds with a delay of 345 seconds. If repairs are made by widening the lane at Sta (0+000) – Sta (0+500) and the the prohibition of turning right at each unsignalized intersection on the section that reviewed, the A.H Nasution street from West to East has a LoS C with vehicle travel time faster with a shorter delay, while from East to West has a LoS D with vehicle travel time faster with a shorter delay.
Studi Eksperimental Pengaruh Blok-Halang Pada Lantai Kolam Olak Bendung Terhadap Penggerusan Lokal Robby Yussac Tallar; Ivan .
Jurnal Teknik Sipil Vol 16 No 2 (2020): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v16i2.2889

Abstract

Permasalahan penggerusan lokal yang terjadi di bagian hilir bendung merupakan fenomena nyata yang dihadapi suatu kontruksi bendung dan harus dicarikan solusinya. Berbagai upaya untuk mengurangi permasalahan penggerusan lokal telah diteliti dan dilakukan. Penyebab utama dari fenomena penggerusan lokal adalah akibat adanya perbedaan elevasi muka air antara hulu dan hilir dari suatu bendung, maka terjadi loncatan air yang mengakibatkan penggerusan lokal pada hilir bendung. Kolam olak adalah bagian dari konstruksi suatu bendung yang berfungi untuk mengurangi penggerusan lokal dengan cara meredam energi aliran air namun dalam kenyataannya masih kurang maksimal mengatasi penggerusan lokal yang terjadi. Oleh karena itu penelitian ini bertujuan untuk memodifikasi kolam olak dengan pemberian blok-halang sehingga diketahui pengaruh atau efektivitas dari blok-halang tersebut terhadap penggerusan lokal yang terjadi pada hilir bendung. Studi eksperimental dilakukan dengan menggunakan model fisik dua dimensi pada jenis bending tetap tipe gergaji dua gigi. Debit aliran yang digunakan dalam adalah 25%Qmax, 50%Qmax dan 100%Qmax. Hasil penelitian menunjukkan bahwa dengan menggunakan blok-halang dengan dimensi 4cm x 4cm dengan ketinggian 6cm serta jarak antar blok-halang yaitu 4cm dan jarak blok-halang ke ambang hilir yaitu 14,4cm pada lantai kolam olak bendung gergaji dua gigi dapat mengurangi kedalaman dan luas penggerusan lokal yang terjadi pada hilir bendung. Saran untuk penelitian kedepannya adalah penggunaan riprap sebagai material tambahan pada bagian hilir bendung.
Pemanfaatan Gulma Eceng Gondok sebagai Penjernih Air Maria Christine Sutandi; Alexander Genkensiana; Cindy Claudia Ivany Mayaut
Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i1.2895

Abstract

Indonesia is a developing country with a tropical climate with erratic rainfall. Sometimes it rains continuously and there are times when there is no rain at all over a long period of time. When experiencing long rainfall, there is often flooding and of course this flood water is very dirty and generally can not be used for MCK, and so on. The purpose of this research is to make the people at the flood site get clean water. This study uses a method of trial and error by conducting experiments in the laboratory, using models. In this water purification study we use water plants that are water hyacinth where the plant has advantages at the roots, such as maintaining balance when floating and can absorb pollutants (metals) in the water as food and produce the necessary oxygen in the aeration process so that coagulants occur. With this research can be concluded that people affected by floods and isolated can still do their daily activities using clean water and it is expected that this model can be followed up with prototypes
PENGEMBANGAN PENILAIAN MATERIAL MECHANICAL, ELECTRICAL, DAN PLUMBING RAMAH LINGKUNGAN Deni Setiawan; Michael Kristianto Marbun
Jurnal Teknik Sipil Vol 17 No 2 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i2.2924

Abstract

Implementation of "Green Building" in construction is the responsibility of all parties involved in the construction project. The Office of the Federal Environment Executive (OFEE) defines green buildings or green buildings as “the practice of increasing the efficiency by which buildings and their sites use energy, air, and materials, and reducing the impact of buildings on health and the environment, through better siting, design work. construction, operation and removal - maintenance of the complete building life cycle. (Kubba, 2017). At the planning and implementation stage of a construction project the selection of building materials or materials must be precise but also efficient. The concept of eco-efficiency was introduced in 1991 by the World Business Council for Sustainable Development - WBCSD and includes “the development of competitively priced products and services that meet the needs of the quality of human life, while progressively reducing impact on the environment and consumption of raw materials throughout the life cycle accordingly. with the capacity that is on planet earth. "This concept means producing more products with less resources and less waste, and therefore this concept has less impact on the environment. Then it is necessary to assess all the environmental impacts caused by the extraction of raw materials from the start of the material being given (cradle) to the end of its service life (tomb). The research objective is to develop environmentally friendly materials for problem solving materials, electricity and plumbing. The results of the analysis show that the mechanical, electrical, and piping materials used in the Maranatha Sport Center project have not met the 7 overall environmentally friendly criteria for the material-life-span stage, however, each material used has the main green criteria that have been self-declared by each. -Each material manufacturer.
Validasi Alat Ukur Taraf Muka Air Digital Sederhana Untuk Saluran Irigasi Robby Yussac Tallar; Jimmy Agustian Loekito; Jonathan Chandra; Pin Panji Yapinus; Hendrik Lesmana; Leon Karsten; Tonny .
Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i1.3122

Abstract

Irrigation is an effort made by humans to irrigate agricultural land. Overall the irrigation system in Indonesia is an irrigation building that starts from a water taking area or a weir and distributes it to various agricultural areas through primary dividing channels to the quarter. This requires supporting infrastructure in the process of extracting / distributing water from water sources to irrigation plots. One of the main irrigation infrastructures is irrigation channels with a means of regulating or measuring the discharge at the upstream such as a water gauge board or manual peilchaal to measure the water level that passes through an irrigation channel. The main objective of this research is to plan a digital water level measuring instrument in the irrigation channel to make it easier for sluice guard officers or farmers to find out the flow rate that passes through an irrigation channel. The data that will be collected are primary data generated from the experimental results by comparing the results from manual and digital. These data are in the form of water level data on the Thomson measuring instrument to find the flow rate through the open channel model. Based on the research results, it can be concluded that the validation results obtained from digitization have a very high level of accuracy. The percentage value difference between the value obtained from the manual and digital level meter has an average value of 1-6%. The amount of this percentage is strongly influenced by the decimal digits that have not been compared to those read on the manual level meter. Therefore, in the future, its capacity to read the water level accurately to the nearest digit will be increased.
Design Response Spectra Based on Earthquake Hazard Maps and Specific Soil Properties at Indonesian Ports According to SNI 1726 2019 Christino Boyke Surya Permana
Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i1.3423

Abstract

Indonesia has a new seismic code, namely SNI 1726 2019 (SNI 2019). It is developed based on the 2017 Indonesian Earthquake Source, Hazard Maps, and ASCE 7-16. This paper is intended to explain the procedure for calculating response spectrum according to SNI 1726 2019, at ten ports located in Indonesia. The results are then verified with the software RSA2019. Furthermore, it will be compared to SNI 1726 2012 (SNI 2012) to see the difference in spectral acceleration value (Sa). The result presents that the ports located in Sorong and Banggai have the highest Sa, whereas the port in Banjarmasin has the smallest value. Port in Surabaya and Tuban have nearly the same Sa due to their close location, while Banyuwangi has a Sa value slightly above them. The ports in Padang, Lampung, and Penajam must use a specific site response analysis to determine the design response spectra, which is not discussed in this paper. The comparison with SNI 2012 shows that the response spectra of SNI 2019 have a higher Sa than SNI 2012. However, in some areas such as Tuban and Sorong, the Sa of SNI 2012 at 0.1 to 0.6 s period are larger than SNI 2019.
PENGGUNAAN SISTEM STRUKTUR RANGKA ATAP TIPE PELENGKUNG 3 SENDI Frederikus Dianpratama Ndouk; Mauritius IR Naikofi; Krisantos Ria Bela; Don Gaspar Noesaku da Costa
Jurnal Teknik Sipil Vol 17 No 2 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i2.3429

Abstract

So far, the system of the roof structure of residential and office buildings is dominated by conventional frame types. The use of a 3-joint arch structure system is only familiar to warehouse buildings and the like. The purpose of this study is to identify the feasibility of using type 3 joint arches on the roof of a residential building. The research scenario is focused on calculations using SNI 7973-2013, namely Design Specifications for Wooden Construction and Specific Static Structural Analysis Methods for 3 Joint Arch Structures based on the length of the truss span model, which is 9 m. The calculation result indicates that 1). The 3-joint curve type is worth using as it proves stable and safe 2). The distance between the truss of the roof truss affects the dimensions of the truss. The implication is that the construction of the roof of a residential house can use a 3-joint arch structure system while the basic material for modeling uses Code E20 wood material with Quality B, depending on the length of the span and the slope of the roof.
Analisis Kondisi Jalan Rel Kereta Api Pada Lintas Sragen-Solo Berdasarkan Nilai Track Quality Indeks (TQI) Zaini Muhtarom; Silvia Yulita Ratih
Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i1.3440

Abstract

One way to keep the train service flow runs safely, maintenance of railroad geometry is required. Maintenance of railroad tracks uses the Track Quality Index assessment to determine which railroad compartments or corridors are prioritized for repair. The research method used is a quantitative research method. The calculation of the TQI of railroad tracks includes force, height, spoor width and lining. The results of the calculation of the TQI value (manual) give the cumulative total number of standard deviation index is 21.6. While the TQI calculation (mechanical) total cumulative number index standard deviation is 21.2. Based on the results of the TQI calculation, the condition of the railroad tracks can be classified into the criteria for the TQI level II (standard deviation of 20 - 35), namely that the railroad can be passed by trains at speeds of 80-100 km/hour. The railroad maintenance based on the TQI is the repairs to rail compartments or corridors that experience leveling damage in segment 9, lining damage in segment 7, wide damage spoor (gauge) in segments 5,7 and 10 and elevation damage (cant) in segment 3.
Cover & Editorial Page Volume 17 Issue 1 April 2021 Jurnal Teknik Sipil Universitas Kristen Maranatha
Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i1.3557

Abstract

Cover & Editorial Page Volume 17 Issue 1 April 2021

Page 17 of 29 | Total Record : 288

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