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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
 76   77   78   79   80 
Penerapan Building Information Modeling (BIM) Menggunakan Software Autodesk Revit 2019 pada Pekerjaan Struktur (Studi Kasus: Gedung B Fakultas Ekonomi dan Bisnis Universitas Lampung) Sungkai, Chindrika Kumara; Bayzoni, Bayzoni; Husni, Hasti Riakara; Niken, Chatarina
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3096

Abstract

Building Information Modeling (BIM) merupakan teknologi digital di bidang Architecture, Engineering, and Construction (AEC) yang memasukkan semua informasi dalam model tiga dimensi. Perangkat lunak yang dapat mendukung penerapan BIM salah satunya adalah Autodesk Revit. Penelitian ini dilakukan untuk mempelajari penerapan BIM menggunakan software Autodesk Revit 2019, menghasilkan pemodelan pada pekerjaan struktur, dan menganalisis hasil perhitungan volume pekerjaan. Penelitian ini menggunakan Gedung B sebagai material penelitian untuk dimodelkan. Hasil dari penelitian ini adalah pemodelan Gedung B Fakultas Ekonomi dan Bisnis Universitas Lampung pada pekerjaan struktur menggunakan software Autodesk Revit 2019 sehingga dapat diterapkan dalam pelaksanaan konstruksi yang sedang berlangsung untuk menjadi lebih efektif dan efisien. Hasil pemodelan didapatkan nilai total volume tulangan 923850,382 kg dan total volume beton 4424,878 m3. Perbandingan perhitungan volume pekerjaan pada pekerjaan struktur antara hasil dari pemodelan menggunakan software Autodesk Revit 2019 terhadap hasil dari data perencanaan didapatkan selisih lebih besar 18,221% untuk tulangan, disebabkan pada perhitungan Revit lebih detail seperti panjang penyaluran. Volume beton didapatkan lebih kecil 4,108% disebabkan Revit menghitung volume bersih tiap elemen yang menyatu.Kata Kunci: BIM, Revit 2019, Pemodelan, Volume.
Analisis Hidrolika dan Perencanaan Tinggi Jagaan (Freeboard) Jembatan Kereta Api (BH-116 KM.63+317) pada Sungai Way Seputih Hibatulloh, Muhammad Hafidh; Arifaini, Nur; Khotimah, Siti Nurul
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3098

Abstract

Evaluasi kondisi jembatan eksisting dilakukan sebagai acuan dalam perencanaan ulang suatu jembatan dalam hal ini jembatan kereta api jalur ganda pada sungai Way Seputih, kecamatan Seputih Agung, Lampung Tengah dengan beberapa kriteria yang harus terpenuhi diantaranya tinggi jagaan. Proses evaluasi diawali dengan analisis hidrologi menggunakan metode HSS Nakayasu untuk periode ulang 5,10, 25, 50 dan 100 tahun kemudian dilakukan analisis hidraulika menggunakan perangkat lunak HEC-RAS v5.0.7. Diperoleh debit banjir sebesar 444.532 m3/s, 544.032 m3/s, 695.973 m3/s, 830.442 m3/s dan 985.386 m3/s dan nilai elevasi muka air banjir secara berturut-turut yaitu +28.44 m, +29.00 m, +29.66 m, +30.16 m dan +30.71 m serta nilai tinggi jagaan jembatan eksisting berdasarkan elevasi MAB yaitu 11.56 m, 11.00 m, 10.34 m, 9.84 m dan 9.29 m untuk kala ulang 5,10,25,50 dan 100 tahun. Sehingga disimpulkan jembatan eksisting dinilai aman terhadap muka air banjir dan elevasi gelagar terbawah pada jembatan jalur ganda direncanakan mengikuti elevasi gelagar terbawah jembatan eksisting. 
Analisis Tebal Perkerasan Jalan Provinsi Berdasarkan Manual Desain Perkerasan (MDP) 2017 Nugraha, Aditya; Sulistyorini, Rahayu; Ofrial, Siti Anughrah Mulya Putri; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3101

Abstract

Highways are one of the main infrastructures that are very important to sustain the activities of an area, so a well-designed pavement with precise thickness is needed to maintain the long-term safety and comfort of user during traffic. This study aims to determine the type and thickness of the road pavement structure used on provincial roads based on the 2017 Manual Pavement Design (MDP). The research was held on Jendral Sudirman street intersection Kalirejo district market to the end of the intersection of main market pringsewu on Makam KH. Ghalib street with a road length of 16,392 km. The planned lifespan using the 2017 Manual Pavement Design (MDP) is 20 years with a traffic growth rate factor of   3,5%   and the Cumulative Equivalent Single Axle (CESA) value is   4.062.772,21. This research can be used as material for consideration in the construction and reconstruction of roads in Lampung province.
ANALISIS UDARA AMBIEN POLUTAN CO KENDARAAN BERMOTOR TERHADAP TUTUPAN LAHAN DI LINGKUNGAN UNIVERSITAS LAMPUNG Hamzah, Budi; Sulistiyorini, Rahayu; Putri Ofrial, Siti Anugrah; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3104

Abstract

This study aims to see the effect of the number of vehicles on the amount of Carbon Monoxide (CO) emissions in the University of Lampung environment after there is land cover and the amount of ambient air concentration of Carbon Monoxide (CO) Pollutants in the University of Lampung environment after there is land cover.  The location of this study is at the University of Lampung, the stages of data collection in this study are carried out in two stages, namely primary data collection and secondary data collection, then analyzed through complications and tabulation activities as well as analysis of air quality levels at the University of Lampung after land cover. The results of research and data analysis show that overall the air quality of Carbon Monoxide (CO) in the University of Lampung environment after land cover is in the good category because it has a range of air pollution between 1 - 50 according to air quality standards set by the government through regulations. Minister of Environment and Number P.14/MENLHK/SETJEN/KUM.1/7/2020 concerning Air Pollutant Standard Index.CO concentration is still at the threshold value required by Government Regulation Number 41 of 1999 concerning ambient air quality standards even though most of the land in the University of Lampung is land cover. Key words : Ambient Air, Carbon Monoxide (CO), Land Cover.
Karakteristik Campuran Aspal Porus Dengan Limbah Plastik Polietilena Tereftalat (PET) Sebagai Bahan Tambah Pada Aspal Arif, Muhammad Isfan; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3105

Abstract

Plastic waste, which is one of the biggest environmental pollutants, can open up opportunities to be utilized in the field of highway construction because it is easy to obtain and has a more economical price as a porous asphalt mixture. Referring to this, a research was carried out on the characteristics of a mixture of porous asphalt with polyethylene terephthalate (PET) plastic waste as an additive to asphalt. The purpose of this study was to determine the effect of the use of PET plastic waste on the characteristics of porous asphalt mixtures. The method used is a laboratory scale experimental method based on 3 types of testing, namely marshall, cantabro loss and asphalt flow down. The gradation in this study used the open graded Australian Asphalt Pavement Association (AAPA) 2004. The test results showed that the addition of PET could improve the performance of porous asphalt mixtures. Stability, density, MQ, and VFA values increase with the addition of PET content so that they can prevent fractures due to traffic loads. The decrease in the cantabro loss value makes the mixture's resistance to disintegration better. addition of PET content up to 7.5% can reduce the flow value so that the mixture has optimal flexibility. However, the recommended PET content should be below 5% because in this study the penetration and ductility values did not meet the general specifications for 2018 Highways.
Pemanfaatan Material Pasir Sebagai Bahan Pengganti Fraksi Agregat Halus Untuk Lapis Pondasi Agregat Kelas A Santoso, Muhammad Bagus; Putra, Sasana; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3106

Abstract

The base course material uses mountain stone which is broken up with a stone crusher so that it has a high quality which makes it expensive. In this research we need an alternative material to replace fine aggregate that meets the specification requirements. One of the more affordable resources is sand aggregate. The purpose of this study was to determine the density and comparison of the California Bearing Ratio (CBR) value of the base course using sand as a substitute for fine aggregate. The method used in this research is laboratory scale testing to obtain data on aggregate characteristics, optimum moisture content, and CBR values. The base course aggregate mixture used was 55% coarse aggregate and 45% fine aggregate consisting of a mixture of fine crushed stone and 0%, 10%, and 20% sand substitution. The results showed that the KAO value decreased with the addition of sand aggregate. Laboratory CBR values increased with 0% sand substitution having a CBR value of 99.2%, 10% sand substitution having a CBR value of 90.6%, and 20% sand substitution having a CBR value of 84.1%. Only the laboratory CBR value with sand substitution of 20% does not meet the specifications for base A aggregate, namely a minimum value of 90%.
Analisis Biaya Kerugian pada Kemacetan Akibat Perlintasan Kereta Api Ditinjau dari Konsumsi Bahan Bakar Minyak Di Kota Bandar Lampung (Studi Kasus : Jalan H. Komarudin) Laksono, Bambang Tri; Sulistyorini, Rahayu; Ofrial, Siti Anughrah Mulya Putri; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3107

Abstract

This study aims to determine the value of the loss of fuel consumption in traffic jams due to railroad crossings on Haji Komarudin Street. Some of the data needed to calculate the value of the loss include: traffic volumes, time and vehicle mileage per liter of fuel, traffic jam time, vehicle travel time, annual car sales data and the price of each type of fuel per liter. The results of this study are greatly influenced by the volume of vehicles, traffic jam time and fuel price.For the direction  of Haji Komarudin Street – K.A.Haq Street,  obtained  the value of the loss on the motorcycle of Rp396.254.902 per year, gasoline-powered light vehicles of Rp404.825.040 per year, diesel-fueled light vehicle of Rp27.253.571 per year, heavy vehicle of Rp3.886.377 per year. As for directions K.A.Haq Street – Haji Komarudin Street  losses on motorcycles amounted to Rp256.301.247 per year,   gasoline-powered light vehicles of Rp284.150.353 per year,   diesel- fueled light vehicle of Rp19.151.351 per year and heavy vehicle of Rp2.037.824 per year. Key words: Haji Komarudin Street, loss cost,  fuel consumption, congestion.
Preferensi Pelaku Perjalanan Terhadap Pemilihan Moda Transportasi Bus Damri dan Pesawat Terbang Rute Lampung-Jakarta Ririk, Alis; Sulistyorini, Rahayu; Ofrial, Siti Anugrah Mulya Putri; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3121

Abstract

Increased community mobility needs to be followed by the provision of transportation services that are tailored to the needs of travelers. To adjust to these needs, it is necessary to know the preferences of travelers in choosing the mode and level of service required by travelers. This research discusses the problem of choosing a mode of transportation between the royal-class Damri bus and the Lampung-Jakarta route plane. The purpose of this study is to determine the characteristics of travelers and the factors that influence mode selection, determine the probability of mode selection, and determine the condition of the Damri bus service level and the Lampung-Jakarta airplane route. The analysis carried out was multiple linear regression analysis with data from the results of distributing questionnaires to travellers, then a probability analysis was carried out using a binomial logit model. The results of the study show that there are factors that have an individual significant effect on the choice of mode, namely tariffs/costs, travel time, and level of security. The probability of choosing a mode for airplanes is 62% and for Damri buses is 38%. The service quality of the two modes has not been maximized, this can be seen from several passenger complaints, including Damri buses still using regular ship services, and the airplane fares that are imposed are expensive.Key words : characteristics, travelers, mode selection, probabilities. Peningkatan mobilitas masyarakat perlu diikuti dengan penyediaan layanan transportasi yang disesuaikan dengan kebutuhan pelaku perjalanan. Untuk menyesuaikan kebutuhan tersebut maka perlu diketahui preferensi pelaku perjalan dalam memilih moda dan tingkat layanan yang dibutuhkan oleh pelaku perjalanan. Pada penelitian ini dibahas masalah pemilihan moda transportasi antara bus Damri kelas royal dan pesawat rute Lampung-Jakarta. Tujuan dari penelitian ini adalah untuk mengetahui karakteristik pelaku perjalanan dan faktor-faktor yang mempengaruhi pemilihan moda, mengetahui probabilitas pemilihan moda, dan mengetahui kondisi tingkat pelayanan bus Damri dan pesawat terbang rute Lampung-Jakarta. Analisis yang dilakukan yaitu analisis regresi linear berganda dengan data dari hasil pembagian kuesioner kepada pelaku perjalanan, kemudian dilakukan analisis probabilitas dengan model logit binomial. Hasil penelitian menunjukkan bahwa terdapat faktor-faktor yang berpengaruh signifikan secara individual terhadap pemilihan moda yaitu tarif/ongkos, waktu tempuh, dan tingkat keamanan. Probabilitas pemilihan moda untuk pesawat terbang sebesar 62% dan untuk bus Damri sebesar 38%. Kualitas pelayanan kedua moda tersebut belum maksimal, hal tersebut dapat dilihat dari beberapa keluhan penumpang antara lain bus Damri masih menggunakan layanan kapal reguler, dan untuk tarif pesawat yang diberlakukan mahal.Kata kunci : karakteristik, pelaku perjalanan, pemilihan moda, probabilitas.
Perlambatan Waktu Perjalanan Akibat Perlintasan Sebidang Kereta Api (Studi Kasus : Jalan Hos Cokroaminoto, Kebon Jahe Tanjung Karang) Prasetyo, Tri Makmur; Putra, Sasana; Ofrial, Siti Anugrah Mulya Putri
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 1 (2023): Edisi Maret 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i1.3123

Abstract

A level crossing is a form of an intersection where a railway line crosses a highway at the same level. This may result a long queue which is caused by changes in velocity and density of vehicles. Hence, research should be conducted in order to determine changes in vehicle velocity which occurs when the gated crossing is opened on that road section. One of the level crossings between the railway line and the highway can be found on Jalan Hos Cokroaminoto, Kebon Jahe, Tanjung Karang. This study aims to determine changes in traffic velocity that occur on Jalan Hos Cokroaminoto based on the equivalent of light vehicle (EKR) value obtained from the headway ratio method. The results of the observation show that the average velocity of vehicle when crossing the railway line is 3.12 km/hour, while when entering the crossing is 19.48 km/hour so that there is a decrease in velocity in the amount of 16.36 km/hour.Keywords: Shock Wave, Light Vehicle Equivalence (EKR), Rasio Headway Method, Greenberg Method
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
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i2.3128

Abstract

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.

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