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Kota bandar lampung,
Lampung
INDONESIA
Jurnal Rekayasa Sipil dan Desain
Published by Universitas Lampung
ISSN : 23030011     EISSN : 27150690     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 840 Documents
 48   49   50   51   52 
Penerapan Metode Building Information Modeling (BIM) Pada Struktur Pembangunan Gedung Sistem Ujian Online dan Arsip UPBJJ-UT Lampung Wati, Reni Anjar; Husni, Hasti Riakara; Bayzoni, Bayzoni; Siregar, Amril Maruf
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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One of the effective and efficient to facilitate operational and maintenance process for a building, technologies in AEC (Architecture, Engineering and Construction) is needed. One of them is Building Information Modeling (BIM) that be able to model a building in 3D, 4D, 5D, 6D, 7D. 3D is parametric modeling, 4D is material scheduling, workers, area, time and others. 5D is cost estimation and part list, 6D is energy analyst, conflict detection and environmental impact consideration and 7D is facility management. Software that include in BIM category is Autodesk Revit. This Research take a case study of Online Examination System Building and Archives of UPBJJ-UT Lampung. The purpose of this study is to find out the results of applying the Building Information Modeling (BIM) concept which latter will be used for operational and maintenance and to know the result of the modeling to review several volumes which latter will be used for operational and maintenance of building such as paint,doors, windows, and ceramics. The work reviewed includes architectural work without carrying out the cost estimate calculation process from the aspect of Construction Management and MEP. In the maintenance scenario for the entire floor, the material requirements are 470,0641 kg of wall base paint, 718,5397 kg of finishing paint, 45 doors, 56 windows and 2996,29026 pieces of cheramics. Key words : Building Information Modeling (BIM), Autodesk Revit, Operational and MaintenanceSalah satu cara efektif serta efisien untuk mempermudah dalam proses pemeliharaan dan perawatan  dalam suatu gedung yaitu menggunakan teknologi dalam bidang AEC (Architecture, Engineering, and Construction). Salah satunya yaitu dengan Building Information Modeling (BIM) yang dapat memodelkan bangunan gedung dalam model  3D, 4D, 5D, 6D, 7D. Dimana 3D merupakan pemodelan parametik, 4D merupakan runtutan dalam penjadwalan material, pekerja, luasan area, waktu dan lain-lain, 5D merupakan estimasi biaya dan part list, 6D merupakan analisis energi dan deteksi konflik serta pertimbangan dampak lingkungan, 7D merupakan fasilitaas manajemen. Software yang termasuk dalam katagori BIM salah satunya adalah Autodesk Revit. Penelitian ini mengambil studi kasus Gedung Sistem Ujian Online dan Arsip UPBJJ-UT Lampung. Tujuan dari penelitian ini adalah Mengetahui hasil dari penerapan konsep Building Information Modeling (BIM) yang nantinya digunakan untuk kebutuhan pemeliharaan dan perawatan serta mengetahui hasil pemodelan yang dilakukan untuk meninjau beberapa volume pekerjaan yang nantinya akan digunakan untuk perawatan dan pemeliharaan gedung seperti cat, pintu, jendela dan keramik. Pekerjaan yang ditinjau meliputi pekerjaan arsitektur tanpa melakukan proses perhitungan RAB (Rencana Anggaran Biaya) dari aspek Manajemen Konstruksi dan MEP. Pada skenario pemeliharaan seluruh lantai  didapat kebutuhan  material yaitu kebutuhan cat dinding
Studi Analisis El Nino Dan La Nina Terhadap Curah Hujan Mengunakan Fast Fourier Transform (FFT) Dan Lomb Periodogram (Studi Kasus : Provinsi Jawa Tengah Fathony, Awal Rifan; Zakaria, Ahmad; Wijaya, Riki Chandra; Kusumaastuti, Dyah Indriana
Jurnal Rekayasa Sipil dan Desain Vol 11, No 2 (2023): Edisi Juni 2023
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Central Java Province is a potential area that has an important role in national food production. El Nino and La Nina events have a very large impact if they occur in Indonesia, especially in Central Java Province. This study aims to analyze the impact of El Nino and La Nina events specifically in Central Java Province where the areas more dominantly affected by El Nino and La Nina. The research location uses 3 rainfall stations, namely the Tunggal Wulung Meteorological Station, Tegal Maritime Meteorological Station, and Tanjung Emas Maritime Meteorological Station. The method used is the Fast Fourier Transform (FFT) method and the long periodogram. The results showed that the periods of El Nino and La Nina phenomena recurring using the FFT method are forecasts for the periods 2.2428, 2.8036, and 3.7381 years. While using the lom periodogram method, namely in the periods of 2,480, 2,621, and 3:16 years. The results of the analysis of the FFT method obtained results that varied in the height of rainfall at the 3 stations, while the results of the analysis using the periodogram log showed that the Tunggal Wulung rain station had the highest peak rainfall. This study concludes that there are variations in the peak incidence using either the slow periodogram or the FFT method. However, both of these methods and based on the BMKG and TRMM, the Tunggal Wulung Meteorological Station has the highest peak between Tegal Station and Tanjung Emas Station.
STUDI POTENSI EKOWISATA MANGROVE DI PETENGORAN, KABUPATEN PESAWARAN Cesarani, Anisa; Herison, Ahmad; Ashruri, Ashruri; Romdania, Yuda
Jurnal Rekayasa Sipil dan Desain Vol 11, No 2 (2023): Edisi Juni 2023
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Abstract

Mangrove ecotourism is difficult to establish. This is caused by the lack of awareness of the community and village officials in managing these tourist attractions. Activities to develop the Petengoran mangrove ecotourism area to improve the welfare of coastal communities through the preparation of guidelines for the development of mangrove ecotourism for stakeholders from Gebang Village. So this study aims to determine the type, density value, frequency, dominance and important index value (INP) of the Petetengoran mangrove by collecting data using the line transect method by counting the number of species (trees, poles, saplings, seedlings). From the research results with 3 observation plots, four species were found, namely: Avicennia Marina, Ceriops Sp, Rhizophora Apiculata, Rhizophora Stylosa. The type of mangrove that has the highest important value index (INP) for the tree level is that of Rhizophora Apiculata (INP: 165.85) and the lowest is Ceriops Sp (INP: 7.14), for the sapling/sapling level the mangrove species has an important value index the highest and lowest was Rhizopora stylosa (INP : 15, 69). As for the seedling level, the species that had the highest and lowest importance value index were Rhizophora Apiculata and Rhizopora stylosa (INP : 165.85) and the lowest (INP: 15.69). It was concluded from the results that have been carried out that the Petengoran mangrove forest area can be said to be suitable for development as an ecotourism destination with the results of the analysis of the density of the mangrove vegetation showing that the dominant plant species is Rhizophora Apiculata, so that the condition of the mangrove forest in Petengoran, Padang Cermin District, is included in the condition category. good with moderate criteria, not too dense.
Kajian Implementasi Rencana Mutu Kontrak pada Proyek Irigasi Berdasarkan Metode Analisis Deskriptif Paramitha, Thifal Ayu; Usman, Kristianto; Siregar, Amril Maruf
Jurnal Rekayasa Sipil dan Desain Vol 11, No 4 (2023): Edisi Desember 2023
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Abstract

Project quality management is a process to keep the project still fulfilled the quality level based on the demand or plan. Quality Plan Agreement is Quality Management System document that is very important in construction project. This research’s aims are to assess the quality implementation level based on Descriptive Analysis Method on Upgrading Irigation Area Project Way Sekampung, Ground Sub-Job. Primary data is obtained by providing questionnaries within 39 questions to 8 respondents and secondary data is obtained by observation and documentation in project site. Descriptive Analysis obtaining 51,28% respondents answer Good; 27,56% respondents answer Very Good; 16,67% respondents answer Acceptable; 4,17% respondents answer Not Good; and 0,32% respondents answer Very Not Good.
Pengaruh Limbah Plastik Sebagai Bahan Tambah Pengikat Aspal Terhadap Kekuatan Campuran Asphalt Cocrete-Binder Course (AC-BC) Novendra, Muhammad Rafly; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 4 (2023): Edisi Desember 2023
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Asphalt can be modified using polymers which are classified into four main groups, namely: elastomers, thermoplastics, plastomers and reactive polymers. When polymers are added to the mixture it can increase the strength to a higher level. The purpose of this research is to determine the effect of adding Polyethylene Terephthalate (PET) plastic waste to the Asphalt Concrete-Binder Course (AC-BC) mixture on marshall characteristics which refer to the 2018 Bina Marga specifications. The addition of plastic to the mixture is carried out using a wet method, namely by Add plastic to hot asphalt then mix until homogeneous so that the asphalt and plastic are mixed thoroughly. Marshall characteristics consist of Void in Mix (VIM), Void Mineral Aggregate (VMA), Void Filled Asphalt (VFA), stability, meltability (Flow), and Marshall Quotient (MQ). When adding Polyethylene Terephthalate (PET) plastic with levels of 1%, 2%, 3%, 4% and 5%, the Optimum Asphalt Content (KAO) obtained was 5.68%; 5.56%; 5.45%; 5.35%; and 5.28%. From marshall testing, the addition of Polyethylene Terephthalate (PET) will improve several marshall characteristics, including stability, VIM, VMA, and MQ. The flow and VFA values decreased. Key words : AC-BC, PET, marshall test, Bina Marga 2018 specificationsAspal dapat dimodifikasi dengan menggunakan polimer yang diklasifikasikan menjadi empat kelompok utama, yaitu: elastomer, termoplastik, plastomer, dan polimer reaktif. Ketika polimer ditambahkan ke campuran dapat meningkatkan kekuatan yang lebih tinggi. Tujuan dilakukannya penelitian ini adalah untuk mengetahui pengaruh penambahan limbah plastik Polyethylene Terephthalate (PET) pada campuran Asphalt Concrete-Binder Course (AC-BC) terhadap karakteristik marshall yang mengacu pada spesifikasi Bina Marga tahun 2018. Penambahan plastik kedalam campuran dilakukan dengan cara basah yaitu dengan menambahakan plastik kedalam aspal panas lalu dicampur hingga homogen agar aspal dan plastik tercampur dengan menyeluruh. Karakteristik marshall terdiri dari Void in Mix (VIM), Void Mineral Aggregate (VMA), Void Filled Asphalt (VFA), stabilitas, kelelehan (Flow), dan Marshall Quotient (MQ).  Pada penambahan plastik Polyethylene Terephthalate (PET) dengan kadar 1%, 2%, 3%, 4%, dan 5% Kadar Aspal Optimum (KAO) yang didapat ialah 5,68%; 5,56%; 5,45%; 5,35%; dan 5,28%. Dari pengujian marshall, penambahan Polyethylene Terephthalate (PET) akan meningkatkan beberapa karakteristik marshall antara lain stabilitas, VIM, VMA, dan MQ. Untuk nilai flow dan VFA mengalami penurunan. Kata kunci : AC-BC, PET, pengujian marshall, spesifikasi Bina Marga 2018.
Kemampuan Mangrove dalam Menjaga Garis Pantai Arief, Farah Diba; Herison, Ahmad; Zakaria, Ahmad; Romdania, Yuda
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
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Mangrove ecosystems are able to maintain the coastline from abrasion and erosion, and are able to withstand strong winds coming from the ocean to land. The purpose of this study is to determine the ability of roots, litter and sedimentation in maintaining the coastline. The methods to be used are quadrat transect, spot check and laboratory tests. The result is that mangrove roots have the greatest damping effectiveness compared to litter and sedimentation, because mangrove roots have a bouncy force and have a dense density. So it can be concluded that the factors in mangroves that can prevent abrasion due to the impact of sea waves are mangrove roots, litter and sediment that can be a natural damper of environmentally friendly beachfront buildings. The thicker the mangrove ecosystem, the greater the ability to dampen waves. Key words : mangroves, coast, waves, abrasion Ekosistem mangrove mampu menjaga garis pantai dari adanya abrasi dan erosi, serta mampu menahan tiupan angin kencang yang datang dari lautan menuju daratan. Tujuan dari penelitian ini adalah mengetahui kemampuan akar, serasah dan sedimentasi dalam menjaga garis pantai. Metode yang akan digunakan yaitu transek kuadrat, spot check serta uji laboratorium. Hasilnya bahwa akar mangrove memiliki keefektifan peredaman terbesar dibandingkan serasah dan sedimentasi, karena akar mangrove memiliki gaya lenting dan memiliki kerapatan jenis yang padat. Sehingga dapat disimpulkan bahwa faktor pada mangrove yang dapat mencegah abrasi akibat hantaman gelombang laut yaitu akar mangrove, serasah dan sedimen yang dapat menjadi peredam alami bangunan tepi pantai yang ramah lingkungan. Semakin tebal ekosistem mangrove, maka akan semakin besar kemampuan meredam gelombang.  Kata kunci : mangrove, pesisir pantai, gelombang, abrasi
Analisis Waste Material pada Tulangan Kolom Berbasis Building Information Modeling (BIM) Fernanda, Raka Aditya; Bayzoni, Bayzoni; Husni, Hasti Riakara; Ashruri, Ashruri
Jurnal Rekayasa Sipil dan Desain Vol 11, No 2 (2023): Edisi Juni 2023
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This research aims to investigate the influence of implementing BIM concepts on waste material analysis in type 1 and type 2 column reinforcement. Type 1 column reinforcement refers to the reinforcement applied on each floor separately, while type 2 column reinforcement refers to the reinforcement applied every two floors. In this research, the BIM concept is implemented using Autodesk Revit software. The research process begins with data collection, 3D structural modeling, reinforcement modeling, inputting reinforcement schedule marks, clash detection, outputting the Bar Bending Schedule (BBS), cutting lists, and waste material analysis.  The research findings indicate that the total weight of type 1 column reinforcement requirement is 29319.17 kg for D16 and 10232.06 kg for Ø10, with a total weight of waste reinforcement is 2739.17 kg for D16 and 120.64 kg for Ø10. Meanwhile, the total weight of type 2 column reinforcement requirement is 32103.36 kg for D16 and 10232.06 kg for Ø10, with a total weight of waste reinforcement is 6350.03 kg for D16 and 120.64 kg for Ø10. The waste level of type 1 column reinforcement is 9.34% for D16 and 1.18% for Ø10, while the waste level of type 2 column reinforcement is 19.78% for D16 and 1.18% for Ø10. Based on the research findings, it can be concluded that type 1 column reinforcement is more effective and efficient compared to type 2 column reinforcement in terms of the weight requirement and waste generated.
Perbandingan Metode Penentuan Intensitas Curah Hujan (Studi Kasus: Kawasan Wilayah Sukarame Bandar Lampung) Yanti, Cristi; Herison, Ahmad; Zakaria, Ahmad; Romdania, Yuda
Jurnal Rekayasa Sipil dan Desain Vol 11, No 2 (2023): Edisi Juni 2023
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One of the main factors causing flooding in an urban area is rainfall intensity. Perhaps this research has been widely discussed in other studies, but this research was conducted in an area with rainfall characteristics that are different from other areas, so this research is expected to provide further information for flood management and water structure design in related areas. The purpose of the research is to obtain and compare rain intensity methods in order to select a method that is suitable for rainfall characteristics in the sukarame area.  The short-term intensity calculation method uses the Mononobe method because this method only requires maximum daily rainfall data. The calculation of rain intensity approach uses Talbot and Sherman methods to find the appropriate rain intensity method. The results showed that high-intensity rain lasts for a short duration. From the comparison results, different rain intensity analysis results were obtained, this may be due to the use of different settings from each method. It is concluded that the Mononobe method with the Sherman equation is most suitable for rainfall characteristics. Key words : Rainfall Intensity, Mononobe, Talbot, Sherman, IDF Curve.
Karakteristik Pengguna Sepeda Di Kota Bandar Lampung Abdilah, Muhammad Mashardi; Putra, Sasana; Sulistyorini, Rahayu; Purba, Aleksander
Jurnal Rekayasa Sipil dan Desain Vol 11, No 3 (2023): Edisi September 2023
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AbstractBicycles are an alternative mode that is environmentally friendly as a means of transportation that can replace motorized vehicles in an effort to reduce the impact of global warming (Mulyadi and Prawira, 2011). In addition, bicycles are also more economical because bicycles are non-motorized transportation, which means that bicycles require human power and do not require fuel such as gasoline. In this study, primary data was obtained by conducting questionnaires and observing. The questionnaire is a number of questions made by researchers and submitted to bicycle users in the city of Bandar Lampung as respondents. The researcher will give several questions to the bicycle users, then the results of the answers from the respondents will be attached to the questionnaire sheet. Results The questions and statements of the respondents aim to find out about the characteristics of cyclists in the city of Bandar Lampung. Key words : Bicycles, (non-motorized transportation), characteristics . AbstrakSepeda merupakan moda alternatif yang ramah lingkungan sebagai alat transportasi yang dapat menggantikan kendaraan bermotor dalam upaya untuk mengurangi dampak pemanasan global (Mulyadi dan Prawira, 2011). Selain itu sepeda juga lebih ekonomis karena sepeda termasuk transportasi tidak bermotor (Non-Motorized transportation) yang berarti sepeda memerlukan tenaga manusia dan tidak memerlukan bahan bakar seperti bensin. Pada penelitian ini data primer didapatkan dengan cara melakukan kuesioner dan observasi. Kuesioner adalah sejumlah pertanyaan yang dibuat oleh peneliti dan diajukan kepada para pengguna sepeda di Kota Bandar Lampung sebagai responden. Peneliti akan memberikan beberapa pertanyaan kepada para pengguna sepeda, kemudian hasil jawaban dari para responden tersebut akan peneliti lampirkan pada lembar kuisioner. Hasil Pertanyaan serta pernyataan para responden bertujuan untuk mengetahui mengenai karakteristik para pengguna sepeda di kota Bandar Lampung. Kata kunci : Sepeda, Transportasi tidak bermotor (Non-Motorized transportation), Karakteristik.
Analisis Pengendalian Mutu Beton dengan Metode Statistical Quality Control (Studi kasus: Rumah Susun PIK Pulo Gadung) Setiadi, Moch Sofyan; Usman, Kristianto
Jurnal Rekayasa Sipil dan Desain Vol 11, No 3 (2023): Edisi September 2023
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 Concrete quality control in the PIK Pulo Gadung Flats project is carried out by determining the concrete compression strength which affects the quality of the concrete produced. This research is about how to control the quality of concrete by testing the compressive strength of concrete. The test results data were analyzed using statistical quality control (SQC) method. The results of the analysis are in the form of a control chart consisting of the average/target line, upper control limit (UCL), and lower control limit (LCL). From the results of the analysis was found that the quality of the concrete from the columns of floors 1 to 16 was in accordance with the quality of the plan. Based on the X-chart for fc' 40 MPa on target 36,36%, below target 27,27%, out UCL 18,18%, out LCL 18,18%. For fc' 30 MPa out UCL 40%, out LCL 60%. Based on the R-chart for fc' 40 MPa on target 45,45%, below the target of 54,55%. For fc' 30 MPa on target 40%, below the target 60%. Pengendalian mutu beton pada proyek Rumah Susun PIK Pulo Gadung dilakukan dengan penentuan nilai kuat tekan beton yang berpengaruh pada mutu beton yang dihasilkan. Penelitian ini adalah mengenai cara pengendalian mutu beton dengan melakukan pengujian kekuatan tekan beton. Data-data hasil pengujian dianalisis dengan metode statistical quality control (SQC). Hasil analisis berupa control chart yang terdiri dari garis rata-rata/target sasaran, upper control limit (UCL)/batas atas, dan lower control limit (LCL)/batas bawah.Dari hasil analisa diperoleh hasil bahwa mutu beton dari kolom lantai 1 sampai 16 telah memenuhi mutu rencana. Berdasarkan X-chart untuk fc’ 40 MPa memenuhi target 36,36%, dibawah target 27,27%, keluar UCL 18,18%, keluar LCL 18,18%. Untuk fc’ 30 MPa keluar UCL 40%, keluar LCL 60%. Berdasarkan R-chart untuk fc’ 40 MPa memenuhi target 45,45%, dibawah target 54,55%. Untuk fc’ 30 MPa memenuhi target 40%, dibawah target 60%.

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