Article Per Year (5 Year)
p-Index From 2021 - 2026
6.432
P-Index
This Author published in this journals
All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Rekayasa Sipil dan Desain Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung
Bayzoni Bayzoni, Bayzoni
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture

Published : 57 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 57 Documents
Search

 2   3   4   5   6 
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 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.
Evaluasi Kinerja Struktur Gedung Bertingkat dengan Metode Analisis Riwayat Waktu (Studi Kasus: Gedung 6 Rumah Sakit Pendidikan Perguruan Tinggi Negeri (RSPTN) Universitas Lampung) Mudia, Tutia Rahmayani; Bayzoni, Bayzoni; Husni, Hasti Riakara; Isneini, Mohd
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.v11i2.3134

Abstract

AbstractThe vulnerability level of a building due to the earthquake force is directly proportional to the height. The design of earthquake-resistant buildings must provide life safety performance, where the structure doesn’t run into collapse prevention but run into moderate damage so that a reduction of fatalities from earthquake disasters. In this case, it is necessary to do research on the evaluation of structural performance due to the quake according to the latest codes. This research takes a case study at the Building 6th of The State University Education Hospital University of Lampung using the time history analysis method with 5 earthquake records (accelerograms) such as: Loma Prieta (1989), Landers (1992), Duzce (1999), Parkfield (2004), and L’Aquila (2009). Structure analysis is calculated using a structure analysis commercial program in a three-dimensional model to find out whether the structure still meets the safety requirements or not according to the drift value between the stories listed in the SNI 1726: 2019. The research result obtained that the value of natural fundamental period is 0,71 seconds and 1,137 seconds in X,Y direction respectively. The Y direction period value exceeds the maximum period of T=1,0571 seconds. The value of base shear already meets the requirements which time history base shear (Vt) is more than 100% of equivalent static base shear (V). The results of drift control of each story meet the requirements of drift permit story (Δa) according to SNI 1726: 2019.Key words : time history analysis, earthquake, structural performanceAbstrakTingkat kerawanan suatu bangunan dalam menahan gaya gempa berbanding lurus dengan ketinggian bangunan yang ada. Perencanaan bangunan tahan gempa harus memberikan kinerja life safety, dimana struktur tidak mengalami keruntuhan tetapi mengalami kerusakan sedang, sehingga berkurangnya korban jiwa dari bencana gempa bumi. Dalam hal ini, perlu dilakukan penelitian mengenai evaluasi kinerja struktur gedung bertingkat akibat gempa sesuai dengan peraturan terbaru. Penelitian ini mengambil studi kasus pada Gedung 6 RSPTN Universitas Lampung menggunakan metode analisis riwayat waktu dengan 5 rekaman gempa (akselerogram) antara lain: Loma Prieta (1989), Landers (1992), Duzce (1999), Parkfield (2004), dan L’Aquila (2009). Analisis struktur dihitung menggunakan program analisis struktur komersial dalam model tiga dimensi bertujuan mengetahui apakah struktur aman atau tidak sesuai batas simpang antar tingkat dalam SNI 1726:2019. Hasil dari penelitian yaitu nilai periode fundamental alami sebesar 0,71 detik dan 1,137 detik untuk arah X dan Y. Nilai periode arah Y melebihi nilai periode maksimal yaitu T=1,0571 detik. Nilai gaya geser dasar sudah memenuhi persyaratan dimana gaya dasar riwayat waktu (Vt) lebih besar 100% dari gaya dasar statik ekivalen(V). Hasil kontrol simpangan antar tingkat memenuhi syarat simpangan antar tingkat izin (Δa) sesuai dengan SNI 1726:2019.Kata kunci : riwayat waktu, gempa, kekuatan struktur
Pemodelan dan Perhitungan Kembali Rencana Anggaran Biaya (RAB) Gedung UKM FISIP Tahap 2 Universitas Lampung Berbasis Teknologi Building Information Modelling (BIM) Farabi, Muhammad Al; Husni, Hasti Riakara; Siregar, Amril Maruf; Bayzoni, Bayzoni
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.v11i2.3139

Abstract

The rapid development that occurs in the construction sector is important because the construction sector is an important part of the development of a country. The rapid development and high level of project complexity require construction service providers to work more effectively and efficiently. Currently, the development of technology and communication science is able to answer these problems, one of which is by using Building Information Modeling (BIM), which facilitates a more integrated design and construction process in order to obtain efficient results. Stages of research methodology: 1) Preparatory stage; 2) Data collection stage; 3) 3D modelling stage with Autodesk Revit; 4) Clash Check examination stage; 5) Stage of releasing work volume; 6) Stage of preparing The Cost Budget Plan (RAB); 7) Stage of drawing conclusions and presenting results. Overall, the total price difference between the total price using the total volume of work contained in the Bill of Quantity (BoQ) results in a greater total price than using the total volume of work produced by Autodesk Revit, with the following indicators: There is a calculation error in the form of human error in the process of preparing the RAB using the total volume of work contained in the BoQ by planning consultants, such as material double-count errors. From this research, it can be concluded: 1) Modeling with Autodesk Revit greatly speeds up planning work because it is very complex to be applied to various construction projects; 2) The use of BIM is very efficient due to the full-integrity facility; and 3) Output volume issued can minimize human error in calculating work volume manually. Minimizing human error greatly affects the contractor's profit.
Perencanaan Rotasi Bekisting dengan Building Information Modelling (BIM) (Studi Kasus Gedung Kuliah A Fakultas Kedokteran Universitas Lampung) Putra Sianipar, Michael Yuda Cen; Bayzoni, Bayzoni; Siregar, Amril Ma'ruf; Husni, Hasti Riakara
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.v11i2.3468

Abstract

This research plans the volume and rotation of formwork. Formwork modelling in the LectureBuilding A project of Faculty of Medicine, University of Lampung used the concept of BuildingInformation Modeling (BIM). This research aims to model formwork for plate, column and shearwall works and determine the rotation method used in the Lecture Building A project of Faculty ofMedicine, University of Lampung by applying the concept of Building Information Modeling(BIM). The results showed that the formwork volume in Revit was smaller than the BoQ volume inthe project. Expressed the difference in column volume results by 285.03 m2 (36.31%), platevolume of 205.13 m2 (30.63%), and shear wall volume of 26.138 m2 (13.4%). And in theformwork output of the beam structure with the sampling method of the deck floor +25 beam typeB2 (400x250), the total volume result is 33.2639 m2 (4.38%). And then results of the rotationanalysis total volume of formwork required in the shear wall structure amounted to 67,554 m2(40.01 %), 213.39 m2 (42.67 %) of columns, and 195.37 m2 (42.06 %) of plates.Keywords: Formwork, Building Information Modelling (BIM), Volume
Evaluasi Kinerja Struktur Gedung Bertingkat dengan Metode Analisis Respon Spektrum (Studi Kasus: Gedung 5 Rumah Sakit Pendidikan Perguruan Tinggi Negeri (RSPTN) Universitas Lampung) Sabila, Widya Lulu Amalia; Husni, Hasti Riakara; Bayzoni, Bayzoni; Isneini, Mohd
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 3 (2023): Edisi September 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i3.3532

Abstract

AbstractThe high occurrence rate of damage to buildings and infrastructure due to earthquakes necessitates a review or analysis of earthquake-resistant structural planning. Considering the importance of hospital functions, it is necessary to conduct an evaluation of the performance of the building structure under seismic loads using the latest standards to determine the structural suitability of the building. The level of safety in high-rise buildings is considered crucial to be known, so in this study, a case study was conducted on Building 5 of RSPTN UNILA using the method of response spectrum dynamic analysis. The structural analysis was calculated using a commercial structural analysis program in a three-dimensional model to determine whether the structure is safe or not according to the inter-storey drift limits specified in SNI 1726:2019. The results of the analysis show that as the earthquake acceleration increases, the drift value in the building structure also increases. The drift values obtained for the evaluated building are 15.5850% in the X direction and 19.3563% in the Y direction compared to the allowable drift. The drift (Δ) occurring in the building structure satisfies the allowable story drift (Δa) requirements according to SNI 1726:2019.Key words : structural performance, earthquake, dynamic analysis, spectrum response.  AbstrakTingginya tingkat terjadinya kerusakan pada bangunan dan infrastruktur akibat terjadinya gempa membuat perlu adanya peninjauan atau analisis terhadap perencanaan struktur tahan gempa. Mengingat pentingnya fungsi rumah sakit maka perlu diadakannya evaluasi kinerja struktur gedung terhadap beban gempa dengan standar terbaru untuk menentukan kelayakan struktur gedung. Tingkat keamanan gedung bertingkat tinggi dinilai sangat penting untuk diketahui sehingga dalam penelitian kali ini dilakukan studi kasus pada Gedung 5 RSPTN UNILA dengan menggunakan metode penelitian analisis dinamik respon spektrum. Analisis struktur dihitung menggunakan program analisis struktur komersial dalam model tiga dimensi bertujuan mengetahui apakah struktur aman atau tidak sesuai batas simpang antar tingkat dalam SNI 1726:2019. Hasil dari analisis yang dilakukan diketahui bahwa semakin besar percepatan gempa, maka nilai drift atau simpangan akan semakin besar juga pada struktur gedung. Nilai drift atau simpangan ini dipengaruhi juga oleh ketidakberaturan vertikal, sistem struktur, geometri gedung, dan fungsi gedung. Simpangan yang terjadi pada struktur gedung memenuhi syarat simpangan antar tingkat izin sesuai dengan SNI 1726:2019.Kata kunci : kinerja struktur, gempa, analisis dinamik, respon spetrum
Evaluasi Kekuatan Struktur Gedung Bertingkat Terhadap Pengaruh Beban Gempa Menggunakan Analisis Dinamik Respon Spektrum (Studi kasus: Gedung MAN Insan Cendikia, Serpong) Restiawan, Arie Dwie; Bayzoni, Bayzoni; Husni, Hasti Riakara; Isneini, Mohd
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 3 (2023): Edisi September 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i3.3580

Abstract

Indonesia is a region that is at risk of earthquakes. The impact of an earthquake is bad for the building structure, not only causing damage to the building, but also can cause the building to collapse. Therefore, to reduce the adverse effects obtained from earthquakes, it is necessary to design and evaluate the strength of building structures with resistance to earthquake loads. The method used in this study is dynamic response spectrum analysis to obtain the magnitude of the earthquake load. Evaluation of the strength of the building structure is carried out using structural analysis software to make it easier to do the analysis. This study aims to determine the ratio of the required strength in conditions without earthquake loads and conditions due to earthquake loads to the designed strength of the structure. Based on the results of this study, it can be concluded that the required strength obtained in conditions without an earthquake load reaches 8.33% to 90.62% of the designed strength, whereas in conditions due to strong earthquake loads the required strength obtained reaches 12.57% to 153.31% of the designed strength.Keywords: earthquakes, structural strength, dynamic analysis, response spectrum.
Pemodelan Gedung Kuliah Bersama Politeknik Negeri Lampung Menggunakan Building Information Modeling (BIM) Anggraini, Tiara; Husni, Hasti Riakara; Bayzoni, Bayzoni; Ashruri, Ashruri
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 3 (2023): Edisi September 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i3.3670

Abstract

Building Information Modeling (BIM) is one of the technologies that can present information about building elements through 3D modeling. One of the BIM software that can be used to model buildings in 3D is Autodesk Revit. The purpose of this research is to model the Joint Lecture Building of Lampung State Polytechnic in 3D by applying the BIM concept to obtain the volume of work as a reference for making decisions when operational and maintenance will be carried out and comparing the results obtained with the existing Bill of Quantity (BoQ). The data used in this research refers to the as plan drawing. The modeling process involves setting units, creating grids and levels, creating structural families and modeling them, creating architectural families and modeling them, entering identity data, conducting clash checks, and then issuing the volume of work. This research produces the volume of work on wall paint, doors, windows, tiles (ceramic/granite), and ceilings with scenarios in the form of volume for each room on each floor. Based on the results of this research, it can be concluded that modeling the Joint Lecture Building of Lampung State Polytechnic using the BIM concept with Autodesk Revit 2023 software is a more effective and efficient method because the volume output obtained is not only comprehensive but can be specialized on certain floors or rooms.Key words : Building Information Modeling (BIM), Autodesk Revit, operational and maintenance
Analisis Waste Material Tulangan Pelat Menggunakan Building Information Modeling (BIM) pada Proyek Pembangunan Gedung Kantor Baru Pengadilan Agama Gedong Tataan Atullah, Rafif Ansori; Husni, Hasti Riakara; Bayzoni, Bayzoni; Ashruri, Ashruri
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 3 (2023): Edisi September 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i3.3695

Abstract

Kemajuan teknologi membuat manusia harus bisa beradaptasi dengan teknologi seperti Building Information Modelling (BIM). Salah satu permasalahan dalam proyek konstruksi yaitu adanya waste material. Penelitian ini dilakukan di Proyek Pembangunan Gedung Kantor Baru Pengadilan Agama Gedong Tataan. Tujuan penelitian ini yaitu menghasilkan volume total dan berat material tulangan pelat, mengetahui perbandingan waste material tulangan tipe 1 dan 2, serta mengetahui penyebab terjadinya waste material pada proyek ini. Metode penelitian yang digunakan yaitu kuantitatif eksperimental murni serta menggunakan software Autodesk Revit dan 1D Cutting Optimization Pro. Berdasarkan hasil analisis didapatkan berat total volume material pelat sebesar 34808,74 kg untuk tipe 1 dan 28824,59 kg untuk tipe 2. Untuk persentase berat material, tulangan tipe 2 lebih hemat 17,19% dibanding tipe 1. Untuk persentase wastematerial, tulangan pelat tipe 2 lebih hemat 84,12 % dibandingkan tipe 1. Berdasarkanwaste level, tulangan pelat tipe 1 D6 sebesar 27,44 %, D10 sebesar 0,20% serta tulangan pelat tipe 2D6 sebesar 3,08%, D10 sebesar 0,48%. Sehingga tulangan pelat tipe 2 D6lebih kecil 24,36 % dibandingkan tipe 1. Tulangan pelat tipe 1 D10 lebih kecil 0,28 % dibandingkan tipe 2. Penyebab terjadinya waste material pada penelitian ini karena adanya perbedaan pola pemotongan pada tulangan. Kata kunci : Sisa Material, Building Information Modeling (BIM), Autodesk Revit, Software 1D Cutting Optimization Pro, Volume Material.
Penerapan Buiding Information Modeling (BIM) dalam Perbandingan Quantity Take Off Material pada Jembatan Kecamatan Way Bungur Kabupaten Lampung Timur Adha, Emil Surya; Bayzoni, Bayzoni; Ashruri, Ashruri; Husni, Hasti Riakara
Jurnal Rekayasa Sipil dan Desain Vol. 11 No. 4 (2023): Edisi Desember 2023
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v11i4.3762

Abstract

Pengaruh digitalisasi dalam industri memberikan kesempatan yang lebih besar dan luas dalam mencari desain konstruksi modern yang inovatif dan berkelanjutan. Building Information Modeling (BIM) merupakan perkembangan digital yang berdampak besar dalam sektor industri Architecture, Engineering, and Construction (AEC).Penelitian ini mengimplementasikann Building Information Modelling (BIM) di dalam pengerjaannya. Objek model berdasarkan data pada Proyek Pembangunan Jembatan Kali Pasir Ruas Jalan Desa Tanjung Tirto–Desa Kalipasir, Lampung Timur. Tujuan penelitian adalah untuk mengetahui selisih perhitungan volume quantity take off metode konvensional dengan volume quantity take off outputsoftware Autodesk Revit 2024 student version. Metode penelitian yang digunakan berupa pemodelan struktur 3D menggunakan software Autodesk Revit yang berfokus pada bagian rebar jembatan. Setelah bagian jembatan selesai dimodelkan, output quantity take off berdasarkan software akan dianalisis lebih lanjut melalui Microsoft Excel. Hasilnya, didapat persentase selisih perbandingan antara metode konvensional dan metode berbasis BIM sebesar 4,04 % untuk tulangan. Diperoleh total volume tulangan sebesar 20592,14 kg dari metode berbasis BIM, sebesar 19759,5 kg dengan metode konvensional yang menghasilkanselisih sebesar 832,64 kg.
Co-Authors Adha, Emil Surya Alfinna Mahya Ummati, Alfinna Mahya Anjani, Ammaliya Ashruri Ashruri, Ashruri Asih, Windi Retno Atullah, Rafif Ansori Bastari, Muh Alieftama Dytam Chandra, Nanang Aldika Dwi wahyuni Setia Budi Utami, Chatarina Niken Dzakiroh, Alda Alfiah Fadzilah, Masrifatun Fanna, Gibral Tariq Farabi, Muhammad Al Fernanda, Raka Aditya Fikri Alami Hasti Riakara Husni Hilmi, Zihan Ramdan I Putu Ellsa Sarassantika Isneini, Mohd Karima, Fadila Amelia Khasanah, Felin Khotimah, Siti Usnul Kurniawati, Risa Laily, Fasya Noor Marcus, Angela Chikita Michael Michael Mohd. Isneini Mudia, Tutia Rahmayani Mustofa, Ragat Aji Nasution, Ade Prayoga Niken, Chatarina Nopendrianto, Antok Nurvireza, Daffa Prameswari, Sabrina Cintia Putra Sianipar, Michael Yuda Cen Restiawan, Arie Dwie Reviana Reviana Sabila, Widya Lulu Amalia Saputra, Ardo Saputri, Mellynia Siregar, Amril Ma'ruf siregar, amril maruf Sungkai, Chindrika Kumara Surya Sebayang Susanto Susanto Syahidus Syuhada Tiara Anggraini Wahyuddin, Muhammad Tri Wati, Reni Anjar Zulva, Indana