cover
Contact Name
Eny Budi Sri Haryani
Contact Email
eny.bs_haryani@yahoo.com
Phone
+6281315520604
Journal Mail Official
jtt_fttl@itltrisakti.ac.id
Editorial Address
Jl. IPN No.2 Cipinang Besar Selatan, Jakarta Timur, Indonesia 13410. Telp (021) 8516050.
Location
Kota adm. jakarta timur,
Dki jakarta
INDONESIA
Jurnal Teknik Transportasi
ISSN : -     EISSN : 27229599     DOI : https://doi.org/10.54324/jtt.v2i1.3
Core Subject : Engineering,
Jurnal Teknik Transportasi (Journal of Transportation Engineering) is a scientific periodical publication of the Faculty of Transportation and Logistics Engineering, Trisakti Institute of Transportation and Logistics (Institut Transportasi dan Logistik Trisakti). JTT focuses on the field of transportation engineering related to aerospace engineering with airport characteristics, marine engineering with port characteristics and environmental infrastructure engineering with railway characteristics. JTT was published for the first time for Volume 1 No. 1 in April 2020, then the second issue of Vol 2 No. 2 in October 2020. But then it stopped publishing for 2 years and is now being published again with a new design and a new strategy and journal publishing policy while still using EISSN 2722-9599. This new issue begins in May 2023 as Vol 2 No. 1 and will be published next.
Articles 5 Documents
Search results for , issue "Vol. 2 No. 2 (2023): November" : 5 Documents clear
Prediksi Usia Operasi Rel Lengkung Terhadap Rolling Contact Fatigue Davin Eka Prakasa
Jurnal Teknik Transportasi Vol. 2 No. 2 (2023): November
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v2i2.19

Abstract

Curved based on Regulation of the Minister of Transportation No. 60 of 2012 Concerning Railway Track Technical Requirements has a minimum radius of 200 m, but in certain cases the curve radius can be planned to be less than the written regulations with special provisions. One of the track locations on the MRT Jakarta operating route has a radius of around 180 m, which is very interesting to discuss, especially in terms of wear which may occur greater than curves with a radius that meets the requirements in written regulations. Analysis of rail wear related to rail service life will be the main discussion. Passing tonnage will be the independent variable and time period will be the dependent variable which has the final result that the rail can still be used for at least the next 6 years.
Analisis Pola Keausan Brake Shoe pada Kereta Mass Rapid Transit Jakarta Vira Pramadhani Putri; Dahlan Dahlan; Totok Suryono
Jurnal Teknik Transportasi Vol. 2 No. 2 (2023): November
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v2i2.25

Abstract

Brake shoe is one of the components on train that has an important role in braking process, to perform braking brake shoe rubs against the wheel. Friction between the brake shoe and wheel continuously can cause wear on brake shoe. The purpose of this study is to determine the wear rate and service life of brake shoe and main cause of brake shoe wear faster. The research method used in this research is descriptive quantitative method. Based on the results of the study, at a distance of about 7000 km to 10000 km the brake shoe on trailer car experienced wear of about 4 mm to 8 mm while brake shoe on motor car was about 1 mm to 3 mm. The service life of brake shoe on trailer car when mileage reaches 40000 km to 50000 km while on the motor car it can reach 70000 km to 90000 km and the main cause of brake shoe wear is faster due to the large braking force generated due to the frequent braking of the train so that the friction on the brake shoe and the wheel is more frequent and can cause hot temperatures which make wear occur faster.
Analisis Komparasi Elevasi DEMNAS dan ASTER GDEM Terhadap Hasil Survei Terestris Soraya Irene Lumbantoruan; Pintanugra Persadanta; Willy Adrian
Jurnal Teknik Transportasi Vol. 2 No. 2 (2023): November
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v2i2.28

Abstract

The airport feasibility study is crucial for new airport proposals, serving as a prerequisite for determining the airport location. A key aspect of this study is assessing the construction's technical feasibility, particularly analyzing the topography of the proposed site. Topographic evaluation necessitates a terrestrial survey, known for its high precision as it's conducted directly on-site. However, this method is resource-intensive in terms of time, energy, and finances. Alternatively, DEMNAS and ASTER GDEM offer a cost-effective approach, providing comparable data with 8-meter and 30-meter spatial resolution, respectively. Analyzing their data against terrestrial surveys for a new airport site in Mahakam Ulu Regency, DEMNAS demonstrated an average elevation difference of 2.04 meters, whereas ASTER GDEM showed 8.89 meters. Validity and accuracy tests indicated that DEMNAS outperformed ASTER GDEM, showcasing a superior R2 value of 0.963 compared to 0.674, and lower RMSE of 2.417 meters versus 6.244 meters. The results suggest that DEMNAS, with its accuracy and efficiency, is a viable alternative for assessing the topographic conditions of potential airport sites, aiding in the preparation of comprehensive airport feasibility studies.
Analisis Konservasi Energi Pada Dinding Kaca Ruang Tunggu Bandara Ahmad Yani Semarang Zahrah Zahrah; Theresye Yoanita Octora
Jurnal Teknik Transportasi Vol. 2 No. 2 (2023): November
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v2i2.29

Abstract

The implementation of green building principles in building structures in Indonesia has a positive impact on reducing the effects of global climate change. In this regard, several airports in Indonesia have adopted the green building concept. One example of an airport that has been implemented this approach is Ahmad Yani International Airport, located in Semarang City, Central Java, Indonesia. In this study, an exploratory quantitative approach was used to analyze thermal comfort in buildings using the overall thermal transfer value (OTTV) formula according to SNI 03-6389-2020 guidelines, and utilizing data collected in the field. Furthermore, this study only focuses on the type of glass wall material and certain orientations. Based on the analysis result, it was found that the OTTV value for glass walls reached 54,98 W/m². However, it should be remembered that these result actually exceeds the set standard. However, these result do not actually cover the entire context of OTTV values as a whole, because this study considers one type of material and a certain orientation.
Analisis Ground Time dan Handling Airbus A350-900 di Bandara Internasional Soekarno Hatta Hulwah Hulwah; Moh Kamal Harso
Jurnal Teknik Transportasi Vol. 2 No. 2 (2023): November
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v2i2.30

Abstract

Currently, the Airbus A350-900 CGK-SIA Singapore Airlines aircraft at Soekarno-Hatta International Airport adheres to the airline's established ground time standard of 55 minutes and the International Air Transport Association (IATA) wide-body standard of 60 minutes. This research aims to analyze ground time to achieve on-time performance (OTP). The research method employs a quantitative approach, involving observation, literature review, interviews, and SPSS analysis, including normality test and one sample T-Test, to process the time from block on to block off for the Airbus A350-900 SQ958/959 CGK-SIA Singapore Airlines flights. The research findings indicate that the ground time for the Airbus A350-900 with flight number SQ958/959 by Singapore Airlines has consistently met the on-time performance (OTP) criteria over a seven-month period and aligns with the applicable standards. Based on the one sample t-test conducted using SPSS with test values of 55 and 60, the significance value (sig) is < 0.05, leading to the rejection of the Null Hypothesis (Ho) and the acceptance of the Alternative Hypothesis (Ha), indicating that the ground time duration meets the standards for achieving OTP.

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