SEMINAR TEKNOLOGI MAJALENGKA (STIMA)
Prosiding SEMINAR TEKNOLOGI MAJALENGKA (STIMA) adalah publikasi ilmiah yang memuat hasil-hasil penelitian orisinal dan terkini dari para akademisi, peneliti, dan praktisi di berbagai bidang teknik dan manajemen. Prosiding ini memiliki sifat multidisiplin, berfokus pada integrasi ilmu pengetahuan dari empat cabang utama: Teknik Industri, Teknik Sipil, Teknik Mesin, dan Informatika.
Articles
345 Documents
<![CDATA[PERHITUNGAN KEBUTUHAN PEMBESIAN ABUTMENT PADA PEMBANGUNAN JEMBATAN CIHIEUM KECAMATAN LEMAHSUGIH KABUPATEN MAJALENGKA ]]>
<![CDATA[Pradana, Rana]]>;
<![CDATA[Kholiq, Abdul]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[In Engineering. Abutment refers to the substructures rests or contacts. Single-Spanbridge have abutments at each end which vertical provide and lateral support for the bridge, as well as acting as retaining walls to resist lateral movement on the earthen fill of the bridge approach. On the process, contractor should be able in calculating how much material needed to make effective and effisien process. Planned abutment has 8.20m in height and 7 meter wide without central pier.]]>
<![CDATA[MODEL DESAIN PERKERASAN DAN PEMBIAYAAN RUNWAY BANDAR UDARA REMOTE AREA DENGAN METODA CBR DAN FAA ]]>
<![CDATA[Zia Ahmad Riyanto, Fakri]]>;
<![CDATA[Irfan Rifai, Andri]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[The increasing on air transportation passengers and the development of the remote area are factors that accelerate the needed develop of runway pavements. The research aims to find out how to design flexible pavement for runway with two methods, that is CBR (California Bearing Ratio) method and FAA (Federal Administration Aviation) method. Thick of pavement evaluated with PCN-ACN (pavement classification number) method. The designs included a range of subgrade conditions, as well as commercial aircraft and analyzed optimal budget. Case study in the research is Andi Jemma Airport, South Sulawesi. Based on analysis result from the two methods obtained the thick of pavement with CBR method is 21 inch with PCN 27,9 F/C/X/T, thick of pavement with FAA graphic method is 17,5 inch with PCN F/C/X/T and from software FAARFIELD the thick of pavement is 16 inch with PCN 16,9 F/C/X/T. The cost required for thick of pavement analyzed by CBR method is IDR 6.415.252.926, with FAA graphic method is IDR 5.897.401.963 and with the FAA software FAARFIELD is IDR 5.675.465.836. These results indicate that the models obtained for FAA (software) can be used to design the pavement, where as it optimal budget.]]>
<![CDATA[ANALISA PERENCANAAN TEKNIS PERHITUNGAN STRUKTUR KOLOM PADA PROYEK APARTEMEN SILKTOWN ALEKSANDRIA TOWER ]]>
<![CDATA[Ihwanudin, Irfan]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[The Alexandria Town Silk Tower apartment project is one of the apartment projects in the city to meet the megapolitan community's need for residential homes. With the construction of vertical dwellings such as apartments, there will be a lot of use of column structures. Therefore, it is necessary to analyze the technical planning of the column structure in the Silktown Alekandria Tower apartment project which aims to obtain shear moments and forces and can determine the reinforcement that must be used, as well as checking whether the column column included in the short column or long column and the column structure must be in accordance with SNI for safe columns for building structures. Analysis of column structures is carried out using SAP2000. The results of the analysis using SAP2000 obtained value of loading W = 1775.56 kg. Reinforcement in Column K2-1 with dimensions 800 x 1500 and Concrete Quality Fc 35 Mpa value d = 1446. Calculation of longitudinal, Asperia = 22500 mm2, n (number of reinforcement) = 45,928,304 mm-. The stirring shear force held Vs = 3.08, reinforcement of Av shear, u 1232.5166 mm, stirring distance = 215.2749873, the distance chosen after controlling is 200 d22.]]>
<![CDATA[ANALISA KESELAMATAN DAN KESEHATAN KERJA PADA PEMBANGUNAN PROYEK SILKTOWN ALEXANDRIA TOWER APARTEMEN ]]>
<![CDATA[Nawa, Syayid]]>;
<![CDATA[Rijaluddin, Arief]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[Occupational Health and Safety (K3) is a program created by both work and employers as an effort to prevent work-related accidents and illnesses as well as anticipatory action in the event of work-related accidents and illnesses. The goal is to create a safe, healthy workplace so that it can reduce the risk of accidents and illness as low as possible. The level of occupational safety and health (K3) in PT Nusa Raya Cipta (NRC) is still often overlooked. This is indicated by the high number of work accidents that occur at PT Nusa Raya Cipta, this situation has an impact on the decline in company performance. Knowing the K3 implementation system in the field in accordance with the SMK3 in the field includes planning, operational and realization. Knowing the OSH system in the field where starting from safety talk is done every Friday before work begins, safety patrol is a routine patrol conducted by the safety team to monitor and supervise all OHS construction and inspection activities to check and ensure that contractors and subcontractors and foremen carry out OHS. The research results of the alexsandri silk town apartment development project is one of the construction projects that has a high risk of work accidents. One reason is the use of heavy equipment and sophisticated machinery that requires expertise to use it properly. Therefore it is necessary to conduct research on the evaluation of the application of SMK3 to the project so that work accidents can be reduced or reduced to a minimum. Work safety and health management that is carried out as well as possible is expected to provide a climate of security and calm work, so it is very helpful in increasing labor productivity.]]>
<![CDATA[ANALISA PEMILIHAN TRANSPORTASI UMUM MENUJU BANDARA SOEKARNO HATTA DENGAN METODE STATED PREFERENCE ]]>
<![CDATA[Hardiyanti, Siti]]>;
<![CDATA[Irfan Rifai, Andri]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[Transportation is used to facilitate people to do daily activities, and options of transportation mode have an important role in relation to the types of modes and available infrastructures. This study aims to determine what factors influence options of public transportation modes and find out what transportation modes chosen by people who live near Bekasi to Soekarno Hatta Airport by choosing train or bus. The data used in this study are primary data obtained from survey results in the form of questionnaires with the stated preference method by providing several different scenarios. With the influence of variable cost X1, X2 travel time and X3 headway. Furthermore, the secondary data obtained is calculated using the linear regression method and the differences between the utility of the airport train and the bus are used to calculate the probability of the options. The results of the linear regression obtained by the difference in mode selection utilities that is . The conclusion is that the differences in cost, travel time and headway affects the options of transportation modes. Factors that influence the option of public transportation modes are travel time, where the certainty of arrival time to the airport is very important. And the most preferred transportation mode from Bekasi City to Soekarno Hatta Airport is Bus. Where the probability of using bus is greater than airport train.]]>
<![CDATA[IMPLENTASI DATA MINING UNTUK PEMETAAN DAN PREDIKSI LIQUEFACTION AKIBAT GEMPA PALU ]]>
<![CDATA[Irfan Rifai, Andri]]>;
<![CDATA[Prasetyo, Eko]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[The 2018 Palu-Sigi-Donggala earthquakes in Center Celebes have caused significant damage to many residential houses due to varying degrees of soil liquefaction over a very wide extent of urban areas unseen in past destructive earthquakes. While soil liquefaction occurred in Palu and Sigi, thus providing researchers with wide range of characterize soil and site response to large-scale earthquake shaking. One of important learn issues is prediction of liquefaction. Prediction of liquefaction is also a complex problem as it depends on many different physical factors, and the relations between these factors are highly non-linear and complex. Most of these approaches are based on classical statistical approaches and neural networks. In this paper a new approach which is based on classification data mining (DM) is proposed. The proposed approach is based on historical data from the field and sciences portal. The proposed algorithm is also compared with several other DM algorithms based on rminer. It is shown that the proposed algorithm is very effective and accurate in prediction of liquefaction.]]>
<![CDATA[METODE PENANGGULANGAN EROSI SUNGAI MENGGUNAKAN TEKNOLOGI REHABILITASI BANGUNAN PELINDUNG TEBING ]]>
<![CDATA[Zais, Syamsul]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[Hilly areas where the slope of the slope is very sharp, ie more than 30 ° very often occur cliff collapse. As a result of the collapse of this cliff will cause siltation of the river by soil material, rocks and trees. When large rainfall and high intensity of the valley will be filled with water, while the flow of water that flows is relatively small. This is caused by a pile of collapsed material in the river that functions as a water flow. landslides often occur on the cimanuk river bank caused by rising water discharge in the Cimanuk river which have a direct impact on the area of agricultural land in the village Karang Karang to overcome the problem of floods, landslides and erosion that occur in the cimanuk river Karangsambung village that is with the rehabilitation project of the river bank protective wall using method of spun pile foundation and gabion. The Spun Pile used must have D'0.40 each with a length of 10m. 12m, and 14m to match the conditions in the field and there are 6 blocks that will be installed spun pile foundation and gabion, each block has been calculated according to its elevation. casting is carried out with K225 concrete. The gabion material used has a size of 2.5x 1.5x 0.5 gabion that has been installed will be coated with geotextile mat. on the front tongue of the gabion with a total volume calculation of 150m Determine the diameter of the 40cm stake using the Qijin formula]]>
<![CDATA[KAJIAN PERENCANAAN GEOMETRIK JALAN DAN TEBAL PERKERASAN JALAN LINGKAR UTARA MAJALENGKA ]]>
<![CDATA[Kurdianto, Cucup]]>;
<![CDATA[Kholik, Abdul]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[Perencanaan geometrik jalan berfungsi untuk menentukan dimensi nyata dari suatu jalan serta sifat-sifat lalulintas yang melaluinya. Perencanaan geometrik jalan ini berhubungan dengan lalulintas, sedangkan konstruksi jalan berhubungan dengan beban lalulintas yang melalui jalan tersebut. Perencanaan geometrik jalan dan konstruksi jalan saling berkaitan,karena akan terciptanya perencanaan jalan keseluruhan (all over planning). Tujuan Penelitian Dalam perencanaan pembuatan jalan ini ada tujuan yang hendak dicapai yaitu; Merencanakan bentuk geometrik dari jalan kelas fungsi kolektor dan Merencanakan tebal perkerasan pada jalan tersebut. Hasil Analisa Pada pelaksanaan pemadatan dapat disimpulkan yaitu: 1. Pekerjaan pemadatan tidak perlapis dan lintasannya tidak sesuai dengan ketentuan.2. Pada proses pengurugannya tidak direncanakan berapa tinggi timbunan yang sesuai ketentuan. Perkerasan jalan Lingkar Majalengka - Baribis menggunakan jenis perkerasan lentur berdasarkan volume LHR yang ada dengan dengan jenis bahan yag dipakai adalah: Surface Course : Laston MS 744; Base Course; Batu pecah Kelas A ( CBR 100% ); Sub Base Course : Sirtu Kelas A ( CBR 70% ). Dengan perhitungan didapatkan dimensi dengan tebal dari masing- masing lapisan Surface Course : 7,5 cm; Base Course : 20 cm; Sub Base Course : 12 cm]]>
<![CDATA[OPTIMALISASI MANAJEMEN BANDWIDTH JARINGAN KOMPUTER DENGAN METODE PCQ (PEER CONNECTION QUEUE) MENGGUNAKAN SIMPLE QUEUE ]]>
<![CDATA[Saepul Anam, Yusup]]>;
<![CDATA[Nurdiana, Nunu]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[The purpose of this study is to analyze and optimize bandwidth management at SMK 1 Palasah, with the hope that the distribution of bandwidth can be evenly distributed in each room both the teacher's room and student practice room. The research method used includes the method of analysis (a survey of the current system and interviews directly to the user) and optimizing the bandwidth processing method by configuring the proxy using Simple Queue. The results of the study are the optimal management of the available bandwidth so that the distribution of bandwidth can be the same or the same among all users. The conclusion of this study is to do a bandwidth comparison using the PCQ (Peer Connection Queue) method on a simple queue, then the bandwidth distribution for each user can be in accordance with their needs. so access to the internet is not obstructed.]]>
<![CDATA[METODE PELAKSANAAN PEKERJAAN SHEAR WALL PADA PROYEK PEMBANGUNAN APARTEMEN SILK TOWN ALEXANDRIA TOWER ]]>
<![CDATA[Nurdiana, Iyan]]>;
<![CDATA[Kholiq, Abdul]]>
<![CDATA[ SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of ]]>
Publisher : <![CDATA[Universitas Majalengka ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
<![CDATA[The Silk Town Alexandria Tower apartment project is one of the apartment projects in the city to meet the needs of the megapolitan community for residential homes. This apartment is a people's dream to have a modern residence with luxurious facilities. This project has a very strategic location, namely in the Graha Raya area. South Tangerang, precisely on Jalan Bhayangkara, Alam Sutra. Tangerang Selatan is a location that is experiencing rapid development. In addition, South Tangerang, which is close to the capital city, makes this location in great demand and targeted by the community. Shear walls are vertical elements of the horizontal force resisting system. Shear walls are like vertically-oriented wide beams that carry earthquake loads downwards to the foundation. Shear walls are efficient, both in terms of construction cost and effectiveness in minimizing earthquake damage in structural and nonstructural elements. Shear walls in buildings must be symmetrically located in plan to reduce ill-effects of twist in buildings. The presence shear wall building is expected to reduce the earthquake plan so that the safety and comfort of residents under control.]]>
