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Borneo Engineering : Jurnal Teknik Sipil
ISSN : -     EISSN : 25811134     DOI : -
Core Subject : Engineering,
Borneo Engineering: Jurnal Teknik Sipil (ISSN Online 2581 - 1134) diterbitkan dua kali dalam setahun, pada bulan Juni dan Desember . Artikel tersebut dapat berupa produk penelitian , pemikiran ilmiah atau studi kasus dalam teknik sipil.
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Articles 33 Documents
Pengaruh Bentuk Bukaan Atap Bangunan Terhadap Tingkat Kenyamanan Termal Pada Rumah Panjang Suku Dayak Brusu, Kecamatan Sekatak, Kalimantan Utara Wahyudi, Eko
Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (886.276 KB) | DOI: 10.35334/be.v2i2.617

Abstract

The long house of the Brusu Dayak tribe that lives in North Kalimantan is a house that always increases the length of the building following the increase in the number of family heads in one offspring. The most interesting part of the longhouse compared to other Dayak tribes' houses is that in the longhouse Brusu Dayak tribes do not have windows but only rely on openings on the roof of the building according to their residential needs so that it affects the thermal comfort of the longhouse. In general, this study aims to determine the effect of the shape of openings on the roofs of Dayak Brusu tribal longhouse buildings on thermal comfort levels. The research method includes direct surveys to the field by observing the shape of the building and the shape of the roof opening in the longhouse, as well as doing direct measurements on several points determined. Measurements made include measurements of temperature, humidity, air movement, where measurements are made on the interior of a long house with 15 measuring points, where each point is measured for 24 hours with the time of measurement every 2 hours. From the above analysis, it can be concluded that the effective temperature for the tenang area is more likely to be lower than the ganak and lamin, this is because the roof formation of the long house located in the garden can be opened and closed according to the needs of the occupants.
Kajian Model Fisik Pengaruh Freeboard dan Susunan Buis Beton Sebagai Pemecah Gelombang Tenggelam Ambang Rendah (Pegar) Dalam Mereduksi Gelombang Zulkarnain, Zulkarnain; Anwar, Nadjadji
Borneo Engineering : Jurnal Teknik Sipil Volume 1, Nomor 2, Desember 2017
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1182.306 KB) | DOI: 10.35334/be.v1i2.600

Abstract

The Research Center and Development of Water (Puslitbang) is currently developing the Submerged Breakwater in shallow sea area (PEGAR). The author is interested to examine the material that easily obtained in the field of RCP concrete cylinder. The observation is how it to be ability in function as submerged breakwater an go green and low cost. The physical model of wave transmission test is how the response to the structure in ability to damping of wave as the breakwater function. In this research breakwater used is submerged breakwater type by using concrete cylinder (buis beton). The purpose from this research is to know how the response of breakwater structure to the waves through it, with some variation of the structure by creating a structure with three variations of the arrangement and freeboard that is the relative depth with the crest width is constant. The wave generated test in this study is using regular waves in wave flume at FTSP Civil Engineering Department of Institute Technology Ten November. From the analysis of the effect of the installation of submerged breakwater by using concrete cylinder to the wave damping value, it can be concluded that the factors that are very influential is the freeboard and the composition of concrete cylinder. Scenario A (rigid vertical massive) is capable of producing the smallest value of kt is 0.33. As for scenario B (rigid horyzontal massive) with a damping value of 0.5, while the scenario C (rigid permeable) is only able to produce kt value of 0.71. Scenario A is better than scenario B and C Because the position of arrangement of A is very good used to damp wave in small or big freeboard conditions.
Analisa Non-Linier Pada Mekanisme Keruntuhan Jembatan Rangka Baja Tipe Pratt Istiono, Heri; Propika, Jaka
Borneo Engineering : Jurnal Teknik Sipil Volume 1, Nomor 2, Desember 2017
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1048.993 KB) | DOI: 10.35334/be.v1i2.604

Abstract

Steel truss bridge collapse often occurs, both in Indonesia and in other countries. As a result of the collapse of the bridge is in addition to the casualties also losses from the financial aspects. This collapse caused due to various factors, one of them because of a decrease in the strength of the bridge structure. To minimize required maintenance of the bridge's collapse and to facilitate the maintenance of one of them must be known failure mechanisms existing bridges. In the analysis of this collapse, will be modeled steel truss bridge pratt’s type with long spans is 60 meters. Analysis of the collapse of the steel truss bridge's, utilizing a pushover analysis to analyze the behavior of the bridge structure. Pushover analysis done with give vertical static load pattern at the structure, next gradually increase by a factor until one vertical displacement target of the reference point is reached. The study shows that at model singe span failure occurred on the chord on mid span. The performance level of structure shows all models of bridges in the state are IO, this case based on the target displacement FEMA 356 and the actual ductility occurs in all models of bridges is compliant with SNI 2833-2008.
Studi Kinerja Ruas Jalan Arteri Terhadap Pengaruh Hambatan Samping Pada Ruas Jalan Yos Sudarso di Kota Tarakan Zultan M, Achmad; Kamsiah, Kamsiah
Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 1, Juni 2018
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (624.225 KB) | DOI: 10.35334/be.v2i1.611

Abstract

Side friction is a towards the flow roadway at an internode road which is able to cause a conflict and has big effect for the activities in roadway. Side frictions which were effected the capacity and pedestrians in city road were pedestrians, transportations which stopped, slow transportations (bicycle, wheelborrow, etc) and transportations which were went in and out from the side internode road. The purpose of this research is to find out the significant effect of side friction toward the road performance. After several stages in collecting the data and data analysis using method (MKJI 1997), it can be concluded that the effect of side friction toward the performance at Yos Sudarso street for the relation between road volume with side friction which has the highest correlation score was transportations which were went in and out at 0,260. Meanwhile, the relation of rapidity transportations with side friction which has the highest correlation score was the transportations which stopped at 0,495. The factor that effected the internode performance at Yos Sudarso was the side friction which has the highest score after the transportations which went in and out started at 17.00 – 18.00pm, so the total was 1.278,90.
Perencanaan dinding penahan tanah untuk menanggulangi kelongsoran pada kompleks peternakan ayam di Kecamatan Kandangan, Kediri, Jawa Timur K. Wardani, Mila; T. Nuciferani, Felicia; F.N. Aulady, Mohamad
Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (620.695 KB) | DOI: 10.35334/be.v2i2.616

Abstract

Landslide one of the natural disasters that caused many victims. Therefore, the landslide need a construction that can withstand landslide force. This study aims to plan retaining walls to prevent landslides in the farm area in Kandangan Subdistrict, Kediri Regency. The method used is to use slide analysis which is used to plan the retaining wall. In addition the planning of soil containment walls u ses several methods as a comparison. The results of this study indicate that the planning of ordinary soil retaining walls is still not enough to overcome slides. The minimum SF value that meets the safe limit of landslide prevention is 1.541 in the combination of 1/3 H terracing and the number of gabions as many as 7 with a total height of 2- 3 m .
Analisa Pemilihan Moda Transportasi Umum Rute Tanjung Karang – Bandara Radin Inten II Dengan Stated Preference dan Uji Crame’s V Nadi, Muhammad Abi Berkah
Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (645.553 KB) | DOI: 10.35334/be.v2i2.621

Abstract

Radin Inten II Airport is a national flight in Lampung Province. In this study using the technical analysis stated preference which is the approach by conveying the choice statement in the form of hypotheses to be assessed by the respondent. By using these techniques the researcher can fully control the hypothesized factors. To determine utility function for model forecasting in fulfilling request of traveler is used regression analysis with SPSS program. The analysis results obtained that the passengers of the dominant airport in the selection of modes of cost attributes than on other attributes. From the result of regression analysis, the influence of independent variable to the highest dependent variable is when the five attributes are used together with the R square value of 8.8%. The relationship between cost, time, headway, time acces and service with the selection of modes, the provision that states whether or not there is a decision. The significance of α = 0.05 with chi-square. And the result of Crame's V test average of 0.298 is around the middle, then the relationship is moderate enough.
Optimalisasi Pekerjaan Pemindahan Tanah Pada Proyek Embung Begawan Kota Tarakan Dengan Model Antrian Setiawan, Budi; Hermanto, Hermanto
Borneo Engineering : Jurnal Teknik Sipil Volume 1, Nomor 2, Desember 2017
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (336.276 KB) | DOI: 10.35334/be.v1i2.605

Abstract

The Embung Bengawan Project in Tarakan City has several jobs requiring heavy equipment including mechanical soil removal activities. Activity of mechanical soil movement is a series in work of loading and transportation equipment. In order to achieve optimal mechanical soil removal targets, it is necessary to know the performance of the machine during the mechanical soil removal process. The optimization of production is the way to obtain production that is in accordance with optimal conditions of mechanical devices. This paper discusses the optimization of dump truck queue time and the number of dump trucks. Performance calculation tool using the method of production capacity of the tool, and calculate the optimal queue using the Queue Model method. Calculation using queuing model method obtained by result of time required by 3 excavator unit and with combined amount of dump truck will give result of cost equal to Rp 48,097,711 / day, and dump truck waiting time in queue to 1 minute. Then the optimal time is obtained by operating 3 units of excavators with a cost difference of Rp 3,572,826 / day from the real condition of the field that operates 2 excavator units
Analisis Pengawasan Ketenagakerjaan Jasa Konstruksi Terhadap Keselamatan Jasa Konstruksi (Studi Kasus pada Dinas Tenaga Kerja dan Transmigrasi Provinsi Kalimantan Utara) Masir, Masir; Abidin, Zainal
Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 1, Juni 2018
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (421.831 KB) | DOI: 10.35334/be.v2i1.610

Abstract

The existence of a tendency of violations that are often done by contractors requires an effort to increase labor inspection. With the existence of an appropriate pattern of labor inspection by government employee of labor inspector in construction service sector then every execution of a work can be executed according to rule so that it can run well and according to what we expected. The objectives of this research was to know the effect of labor inspection to the safety of construction services in the Office of Manpower and Transmigration of North Kalimantan Province. Data collection technique used was questionnaires. The data collected in this research consisted of primary and secondary data, This resesearch was done through questionnaire technique. The samples in this study were 20 respondents from Office of Manpower and Transmigration of North Kalimantan Province in the field of labor inspection. Data obtained was scored into Likert method and then analyzed by SPSS program. The results showed that there was a positive relationship between Labor Inspection with Work Safety, which can be explained in the form of linear regression equation i.e.: Y = 32.128 + 0.250 X, with the coefficient of determination (R 2 ) was 0.173 and coefisient of correlation (r)was 0.42.
Penentuan Kelompok Jaringan Logistik pada Wilayah Kepulauan menggunakan Fuzzy C-Means Tri Kismanti, Sinta; Ard Maidah, Andi
Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (579.075 KB) | DOI: 10.35334/be.v2i2.615

Abstract

Indonesia as the island nation with territorial waters is one of the modes of transportation. For this condition, most of activities are conducted in marine, such as logistics distribution. The movement of logistics distribution will result in a movement pattern of the logistic. Determination of the optimal pattern of logistics movement network can support the smooth distribution system. Determination of logistic network patterns is done by clustering using Fuzzy C-means, clustering aims to get island groups in adjacent locations. The clustering process using Fuzzy C-Means obtained that the number of clusters as many as 3 clusters showed better results compared to the number of clusters 4 and 5.
Analisis Pengaruh Aksesibilitas Ruas Jalan Yos Sudarso, Jalan Jendral Sudirman, dan Jalan Mulawarman Terhadap Nilai Jual Lahan di Kota Tarakan Zultan M, Achmad; Sariyanto, Eko
Borneo Engineering : Jurnal Teknik Sipil Volume 1, Nomor 2, Desember 2017
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (447.738 KB) | DOI: 10.35334/be.v1i2.598

Abstract

One of the steps that taken by the Government of Tarakan City in supporting the development of the city is by the way of developing transportation of infrastructure in the form of a road network that aims to provide accessibility, for making it easier for people to do the movement. This study aims to find out the sale value of land for connection with the accessibility of the road and to know the accessibility factor of the road that has the most influence on the sale value of land in the city of Tarakan. Sampling was conducted on three streets namely, Yos Sudarso road, Mulawarman road, and Sudirman road as the location of this research. From the data that obtained were analyzed by using statistical analysis that using by multiple regression. For this analysis shows that the results of 70.6% of the variable sale value of land can be explained by the intensity variable of city transportation. The most influential accessibility factor of the sale value of land is the intensity of city transportation, which every addition of public transportation 8 vehicle / hour will increase the sale value of land amounted to Rp. 394,527.40 per m².

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