cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Roi Milyardi
Contact Email
roi.milyardi@maranatha.edu
Phone
+6222 - 2012186
Journal Mail Official
jurnal_ts@eng.maranatha.edu
Editorial Address
Program Studi Teknik Sipil Universitas Kristen Maranatha, Jl. Surya Sumantri No.65, Sukawarna, Kec. Sukajadi, Kota Bandung, Jawa Barat 40164
Location
Kota bandung,
Jawa barat
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
 21   22   23   24   25 
Analisis Perbandingan Sistem Struktur Gedung Baja Konvensional dan Sistem Struktur Diagrid dengan Konfigurasi Batang Diagonal yang Berbeda Nugroho, Bima Candra; Andayani, Relly
Jurnal Teknik Sipil Vol 20 No 1 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i1.6303

Abstract

Diagrid is known as a grid structure where the exterior structure of the building is diagonal, this is one of the most innovative and adaptable approaches and also evolved into its use for high-rise buildings. Diagrid is formed from diagonally shaped frames that are interconnected by materials which can be steel, concrete or wood. The purpose of this study is to determine the performance of the diagrid building structure and how the optimal diagonal member configuration for the diagrid building is. There are 6 types of buildings to be reviewed, consisting of 1 conventional building type and 5 diagrid building types, namely diagrid type 2L20M with diagonal members slope of 33,94°, diagrid type 4L10M with a diagonal angel of 53,39°, diagrid type 8L5M with a diagonal angel of 69,62°, type 10L4M diagrid with a diagonal angle of 73,45° and 20L2M type diagrid with a diagonal angle of 81,55°. The buildings will be analyzed using the ETABS program and following the SNI regulations in Indonesia. The performance result to be compared include cross-sectional dimensions, total structure weight and base shear, service limit performance and time period. The result analysis show that the diagrid building has better structural performance. The diagrid model with the most optimal performance is the 10L4M type with a diagonal member length of 36,51 meters that extends up to 10 floors with a module height of 35 meters and an angle of 73,45°. Diagrid model with the second-best performance is type 8L5M, then in third place is type 4L10M and in fourth place is type 20L2M. The diagrid building with the lowest performance is the 2L20M type which has no better performance than conventional buildings.
Penerapan Life Cycle Cost pada Gedung Terminal Damanik, Divan Yoan Alvino
Jurnal Teknik Sipil Vol 20 No 2 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i2.6382

Abstract

With the increase in existing development, of course, there must be consideration of careful cost planning to support planning, use, and the end of the building service period, particularly in the building industry. The use of the LCC method in estimation is one part of estimating the service life. Both qualitative and quantitative methodologies were used in this investigation.. The research refers to the terminal development project, and takes a sample of the building which is the focus of the research. The Budget Plan, containing each of its elements, is also the foundation of the research. The building's service life is then estimated and considered to be 25 years of operation., the resulting life cycle cost is Rp. 20,499,410,364, - The largest cost during the service life of the building is 25 years, which is found in operational costs Rp. 9,302,325,418 (40.86%), the initial cost is Rp. .7,769,441,715 (34.12%), maintenance costs Rp. 2,312,949,413 (10.16%), replacement cost Rp.2,249,032,308 (9.88%) and salvage value Rp.1,134,338,490 (4.98%).
Cover & Editorial Page Volume 19 Issue 1 April 2023 Jurnal Teknik Sipil Universitas Kristen Maranatha
Jurnal Teknik Sipil Vol 19 No 1 (2023): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Cover & Editorial Page Volume 19 Issue 1 April 2023
Kendali Mutu Produksi Concrete Tunnel Segment Berbasis Metode Six Sigma Proyek Pembangunan Mass Rapid Transit Girsang, Hamonangan; Chamami , Ichsan
Jurnal Teknik Sipil Vol 20 No 1 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i1.6391

Abstract

Development infrastructure construction of MRT Jakarta Project Phase 2A with length is 5.8 kilometers consist of seven underground stations, production concrete tunnel segment done by XY company as the ability to meet the quality of Japanese Industrial Standard provides added value to the company. However during the production process concrete tunnel segment products often defects. This is in line with production report within 4 weeks which found defects. This study aims to determine the percentage of defects in the production of concrete tunnel segment and determine the factors causing occurrence of defects than improvements can be made to control production quality. The six sigma analysis method was used in this study by carrying out five stages of analysis are define, measure, analyze, improve, and control. This study result is average percentage of defects occurred is 5.80% with a total chipped defect of 54.21%, cracks 30%, chipped and cracks 15.26%, and rejects 0.53% with an average sigma level of 3.07. Factors are very decisive in controlling the production quality of the concrete tunnel segment are work methods, people management and tools, where are three factors a direct role during the production work process.
Implementasi Green Construction Pada Proyek Konstruksi Pembangunan Bendungan Jragung, Semarang Ferry Firmawan; Ahmad Hakim Bintang Kuncoro; Diah Setyati Budiningrum
Jurnal Teknik Sipil Vol 19 No 2 (2023): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v19i2.6396

Abstract

Global warming arises due to environmental damage that coincides with one of the causes of building construction projects. Hence, green construction is a solution to minimize the negative impact of development construction projects. This study aims to determine the application of green construction in the Jragung dam, Semarang construction project. Data collection was carried out through a questionnaire survey of respondents from 50 workers from 5 companies (contractors) involved in the construction of the Jragung dam, Semarang. Data analysis was carried out using statistical descriptive analysis methods. The results showed that in the Jragung dam construction project, Semarang, the contractors as the executors and persons in charge of the project had applied the green construction concept even though it has yet to be maximized. The application of green construction based on six assessment indicators has a percentage of 53%-98%. PT Wijaya Karya is a project contractor who has implemented Green construction with the highest percentage of 81%, followed by PT Wijaya Karya. Waskita Karya (79%) and PT Brantas Abipraya (77%), while the other two contractors are PT Pelita Nusa Perkasa (68%) and PT Basuki Rahmanta Putra (66%) is ranked in the bottom 2 in applying green construction in the Jragung dam construction project, Semarang.
Perancangan Campuran Self Compacted Concrete Berdasarkan Kuat Tekan dan Aliran Mortar Maksimum Menggunakan Agregat Kering Udara Morib, Margeritha Agustina; Zai, Hironimus Firnius; Ariyani, Ninik
Jurnal Teknik Sipil Vol 20 No 1 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i1.6401

Abstract

The use of Self Compacted Concrete (SCC) in construction industry continues to grow. Different levels of work complexity require varying flow rates and SCC compaction capabilities. Mix design for SCC cannot be defined precisely because there are many parameters involved. This study used a stepwise design method by determining maximum fly ash composition for type I cement substitution which produced highest mortar compressive strength. Superplasticizer added to produce flow mortar more than 250 mm. Air-dried Progo Sand (Gradation IV) and air-dried Clereng Gravel size 4.8 mm – 9.6 mm was used. SCC was obtained by adding gravel into mortar using coefficient of 1.4; 1.6 and 1.8 from 1 m3  volume of agregat cavity. Fresh concrete rheological tests include slump flow, v-funnel, L-box and segregation resistance to determine SCC class. The compression test of 3 cubes mortar for each variation was carried out at 3 days while 3 cylinder SCC compression test for each variation was carried out at 3 and 28 days. Cement substitution with 10% fly ash and 1.8% superplasticizer gave flow mortar of 320.65 mm and compressive strength of 22.07 Mpa was chosen as the SCC mortar. SCC using coefficient of 1.8 produces compressive strength of 30.48 MPa.
Upaya Peningkatan Durabilitas Beton Terpapar Klorida dan Sulfat dengan Menggunakan Silica Fume, Semen Tipe II, dan Protective Coating Sulaeman, Agus; Herdiansah, Yudi; Destianto, Anto
Jurnal Teknik Sipil Vol 20 No 2 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i2.6418

Abstract

The durability of concrete material is affected by the environment. Extreme environments that affect the concrete are environments with high chloride and sulfate levels. The most commonly used concrete protection methods are silica fume, type II cement and protective coatings. The tests are carried out included: testing for chloride content, testing on chloride infiltration, visual analysis and testing for changes of length. The specimens was made in 4 variations namely; specimens with type I cement without protection, specimens with type I cement with a protective coating, specimens with type I cement  with the addition of silica fume, specimens with type II cement without protection. The specimens were immersed in a solution of chloride and sulfate for 14 days, 28 days, 42 days and 56 days. The results showed that silica fume in type I cement could increase the durability of concrete against chloride but not against sulfates, protective coating could increase the durability of concrete against chloride and sulfates, type II cement could increase the durability of concrete against sulfates but not against metals.
Analisis Kurva IDF (Intensity-Duration-Frequency) DAS Ibu Kota Negara (IKN) Bees, Azarya; Partarini , Ni Made Candra
Jurnal Teknik Sipil Vol 20 No 1 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i1.6500

Abstract

The area of Ibu Kota Negara (IKN) in East Borneo is a strategic area that is projected as the new capital city of Indonesia therefore it requires water resources infrastructure to support development of IKN.  IDF curve analysis of the IKN watershed is expected to be able to estimate the amount of rainfall intensity with various return times to design various types of water structures such as drainage, culverts, and flood canals. Rainfall data in the form of daily data is a consideration for conducting IDF curve analysis using the Mononobe equation and the Sherman equation. The distribution of rainfall of the IKN watershed follows the Log-Normal distribution and produces design rainfall values with various return times such as 2, 5, and 10 years. The trend of rainfall intensity of the IKN watershed shows that rainfall intensity decreases as the duration of rainfall increases. The Sherman equation is known to give higher rainfall intensity values than the Mononobe equation at short durations of less than two hours while for durations of more than two hours, the opposite occurs. The maximum rainfall intensity is 419.67 mm/hour at a return period of 100 years at a duration of 5 minutes or 0.083 hours. The minimum intensity is found at a duration of 5 hours with a return period of 1.1 years amounting to 7.74 mm/hour. While the results of the analysis with the Sherman approach, with the same return period and duration, obtained a maximum value of 231.42 mm/hour and a minimum value of 10.88 mm/hour.
Analisis Profil Muka Air Banjir Sungai Way Sikula Kota Ambon Menggunakan HEC – RAS Rolobessy, Vivi Elfira; Warniyati, Warniyati; Sihombing, Tri Octaviani; Tutkey, Monica Rina
Jurnal Teknik Sipil Vol 20 No 1 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i1.6548

Abstract

The Way Sikula River is one of the rivers in Ambon City with a length of 22.55 km. The Way Sikula River is in the Way Sikula and Air Manis watersheds. In July 2022, there was a flood downstream of the river which resulted in paralyzed road access to Ambon City and West Leihitu District. In this regard, it is necessary to analyze the profile of the flood water level in the river which is expected to become a flood control plan in the future. Calculation of flood discharge in the Way Sikula River for return periods of 2, 5, 10, 25, and 50 years used the rational method using rainfall data from the BMKG Pattimura Ambon station and Gunung Nona Ambon Post Station in 2012 - 2021. The results of the flood discharge calculation for the 2012-2021 period. 2nd, 5th, 10th, 25th and 50th year respectively are 99,51 m3/s, 130,47 m3/s, 150,36 m3/s, 168,87 m3/s and 192,74 m3/s. Floodwater profile analysis using HEC-RAS ver. 5.0.7. From the simulation results it is known that the Way Sikula River began to overflow at the Q2 year flood discharge in all simulated cross sections with a flood overflow height at a 50 year flood discharge reaching 1,86 meters.
Pengaruh Penambahan Serbuk Bata Merah dan Limbah Polyethylene Terephtalate pada Tanah Lempung Eryunaningsih, Ririn Tri; Wulandari, Sri
Jurnal Teknik Sipil Vol 20 No 1 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i1.6644

Abstract

Low bearing capacity soil is frequently encountered when designing the construction of civil buildings. It's important to stabilize the soil.. In this study, the effectiveness of PET plastic and red brick powder as clay stabilizers was examined. The silica and alumina oxide included in the red brick powder can bind soil particles to form a compact, stable structure. PET plastic can increase the friction between soil grains and reduce the potential for swelling. Soil samples were taken from Hambalang, Bogor Regency. Data was obtained by conducting soil investigations at the Civil Engineering Laboratory of Gunadarma University using experimental methods. The parameters analyzed were the values of shear strength and consolidation in the original condition and soil samples that had been given a mixture of 0.5% PET plastic and red brick powder with a percentage of 7%, 11%, and 15%. According to research, red brick powder and PET plastic can boost soil strength based on soil shear and consolidation parameters. The percentage of the effective mixture is soil with 0.5% PET plastic and 11% red brick powder, with a rise in shear strength of 259.947%, a drop in consolidation time speed of 64.214%, and a decrease in land of 57.116%.

Page 23 of 29 | Total Record : 288

 21   22   23   24   25 

Filter by Year

2003 2025


Reset
Filter By Issues
All Issue Vol 21 No 2 (2025): Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil Vol 20 No 2 (2024): Jurnal Teknik Sipil Vol 20 No 1 (2024): Jurnal Teknik Sipil Vol 19 No 2 (2023): Jurnal Teknik Sipil Vol 19 No 1 (2023): Jurnal Teknik Sipil Vol 18 No 2 (2022): Jurnal Teknik Sipil Vol 18 No 1 (2022): Jurnal Teknik Sipil Vol 17 No 2 (2021): Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil Vol 16 No 2 (2020): Jurnal Teknik Sipil Vol 16 No 1 (2020): Jurnal Teknik Sipil Vol 15 No 2 (2019): Jurnal Teknik Sipil Vol 15 No 1 (2019): Jurnal Teknik Sipil Vol 14 No 2 (2018): Jurnal Teknik Sipil Vol 14 No 1 (2018): Jurnal Teknik Sipil Vol 13 No 2 (2017): Jurnal Teknik Sipil Vol 13 No 1 (2017): Jurnal Teknik Sipil Vol 12 No 2 (2016): Jurnal Teknik Sipil Vol 12 No 1 (2016): Jurnal Teknik Sipil Vol 11 No 2 (2015): Jurnal Teknik Sipil Vol 11 No 1 (2015): Jurnal Teknik Sipil Vol 10 No 2 (2014): Jurnal Teknik Sipil Vol 10 No 1 (2014): Jurnal Teknik Sipil Vol 9 No 2 (2013): Jurnal Teknik Sipil Vol 9 No 1 (2013): Jurnal Teknik Sipil Vol 8 No 2 (2012): Jurnal Teknik Sipil Vol 8 No 1 (2012): Jurnal Teknik Sipil Vol 7 No 2 (2011): Jurnal Teknik Sipil Vol 7 No 1 (2011): Jurnal Teknik Sipil Vol 6 No 2 (2010): Jurnal Teknik Sipil Vol 6 No 1 (2010): Jurnal Teknik Sipil Vol 5 No 2 (2009): Jurnal Teknik Sipil Vol 5 No 1 (2009): Jurnal Teknik Sipil Vol 4 No 2 (2008): Jurnal Teknik Sipil Vol 4 No 1 (2008): Jurnal Teknik Sipil Vol 3 No 2 (2007): Jurnal Teknik Sipil Vol 3 No 1 (2007): Jurnal Teknik Sipil Vol 2 No 2 (2006): Jurnal Teknik Sipil Vol 2 No 1 (2006): Jurnal Teknik Sipil Vol 1 No 2 (2005): Jurnal Teknik Sipil Vol 1 No 1 (2003): Jurnal Teknik Sipil More Issue