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All Journal Jurnal Rekayasa Jurnal Rekayasa Sipil dan Desain Teras Jurnal Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung
Hasti Riakara Husni
UNIVERSITAS LAMPUNG
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Other

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Penerapan Building Information Modeling (BIM) Menggunakan Software Autodesk Revit 2019 pada Pekerjaan Non Struktur (Studi Kasus : Gedung B Fakultas Ekonomi dan Bisnis Universitas Lampung) reviana, reviana; Bayzoni, Bayzoni; Husni, Hasti Riakara; Siregar, Amril Maruf
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.v11i1.3095

Abstract

Indonesia's development in the construction sector is progressing very rapidly. With the increasing number of developments in Indonesia, the scale and types of work projects in the field of civil engineering are also increasingly varied. In infrastructure development there needs to be a good system and management. This good system and management can be found in the implementation of Building Information Modeling (BIM) in project implementation. BIM is a process of generating and managing building data in 3D in its project cycle where it can help human limitations in managing data and managing large resources and complex work systems so that errors can be minimized and projects can be analyzed in more depth (Succar , 2008). The purpose of this study was to conduct a study on the use of Building Information Modeling (BIM) in non-structural modeling of Building B, Faculty of Economics and Business, University of Lampung using the Autodesk Revit 2019 software. From the results of the research conducted, non-structural modeling in the form of modeling windows, walls, ceramics , doors and ceilings can be done quickly and well. Then the results of the BoQ comparison between the conventional and Revit methods show a significant difference, this is shown in the difference in brick wall work of -3.91%, the comparison of plastering and plastering work of 6.61%, the difference in the calculation of tiles and bathroom ceilings respectively respectively 3.29% and 4.69%, this is due to differences in calculating the area of brick walls using the conventional method using Revit 2019.
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.
Analisis Variasi Layout Shearwall Dengan SNI 1726-2019 Terhadap Perilaku Bangunan Bertingkat (Studi Kasus: Gedung Pelayanan Publik Satu Atap Bandar Lampung) Setiawan, Andi; Isneini, Mohd.; Noorhidana, Vera Agustriana; 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.v11i2.3171

Abstract

Earthquake resistant buildings are not designed only by strengthening the resistance of the structure, but are also designed to reduce earthquake forces. One of the structural reinforcement elements that can reduce earthquake forces is shearwall. The variation of shearwall layout will have a different effect on the performance level of the structure. This study aims to determine the performance level of the structure with a variety of shearwall layouts in a building structure model using the pushover analysis method. Determining the level of structural performance using pushover analysis is carried out using the help of structural analysis programs based on SNI 1726-2019, SNI 1727-2020, SNI 2847-2019 and ATC-40. From the research results it was found that the structural performance level according to ATC-40 (1996), for model 1 and model 6 were included in the damage control category, while for model 2, model 3, model 4 and model 5 were included in the immediate occupancy category. Placement of shearwall which has the optimum value according to ATC-40 for the X direction occurs in model 2 with the shearwall installed in an L shape which is placed near the center of mass of the building. Whereas in the Y direction it occurs in model 3 with the shearwall installed in an L shape which is placed away from the center of mass of the building. Key words : shearwall, model, structure performance level, pushover analysis.
Studi Perbandingan Beban Gempa Pada Gedung Rawat Inap Non Bedah RSUD Dr. H. Abdul Moeloek, Bandar Lampung Dengan Analisis Respon Spektrum Sesuai SNI 1726:2012 dan SNI 1726:2019 Hania Cipta, Ade Permata; Isneini, Mohd.; Husni, Hasti Riakara; Kusnadi, Andi
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.v11i2.3189

Abstract

The rapidly growing population is directly proportional to the increasing amount of land use, especially in urban areas, one of which is in the city of Bandar Lampung. The construction of vertical structures or high-rise building structures is an option in overcoming the limited land. However, high-rise building structures are considered to be risky to lateral loads such as earthquake loads, so that in planning, earthquake loads must be considered.This study aims to determine differences in response to the earthquake acceleration spectrum in the City of Bandar Lampung, especially the Non-Surgical Inpatient Building at Dr. H. Abdul Moeloek based on SNI 1726:2012 and SNI 1726:2019. Based on the results of this study, it was found that due to the influence of the earthquake the input spectrum response was in accordance with SNI 1726:2012 and SNI 1726:2019, the base shear force due to the earthquake spectrum response for SNI 1726:2012 was 12900.4864 kN and SNI 1726:2019 was 14931.0787 kN . Interstory drift between levels that occur in the structure are still in the safe category because they do not exceed the story drift allowable levels, 48.4615 mm.
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.
Co-Authors ., Bayzoni Adha, Emil Surya Amanda, Oktary Putri Ammaliya Anjani Amril Ma'ruf Siregar Amril Maruf Siregar Andi Kusnadi Andi Setiawan Anjani, Ammaliya Ardo Saputra Ashruri Ashruri, Ashruri Asih, Windi Retno Atullah, Rafif Ansori Bastari, Muh Alieftama Dytam Bayzoni Bayzoni . Bayzoni Bayzoni Bayzoni Bayzoni, Bayzoni Chandra, Nanang Aldika Chatarina Niken Dwi wahyuni Setia Budi Utami, Chatarina Niken Dzakiroh, Alda Alfiah Eddy Purwanto Fadzilah, Masrifatun Farabi, Muhammad Al Fernanda, Raka Aditya Fikri Alami Fikri Alami Firdha, Risty Amelia Halawa, Vince Nukrisman Hania Cipta, Ade Permata Hilmi, Zihan Ramdan Ilham Fajar Khairi Isneini, Mohd Khairi, Ilham Fajar Khasanah, Felin Khotimah, Siti Usnul Kurniawati, Risa Laily, Fasya Noor Laksmi Irianti Masdar Helmi Mohd. Isneini Mudia, Tutia Rahmayani Mustofa, Ragat Aji Niken, Chatarina Nopendrianto, Antok Nurvireza, Daffa Prameswari, Sabrina Cintia Prihandoyo, Rizky Putra Sianipar, Michael Yuda Cen Ratna Widyawati Restiawan, Arie Dwie Reviana Reviana Rizky Prihandoyo Rizqi Darmawan Sabila, Widya Lulu Amalia Safari, Azka Muhammad Saputra, Ardo Saputri, Mellynia Siregar, Amril Ma'ruf siregar, amril maruf Siregar, Amril Ma’ruf Sungkai, Chindrika Kumara Susanto Susanto Tiara Anggraini Vera Agustriana Noorhidana Wafi, Alvino Wati, Reni Anjar Zulva, Indana Zumarnis, Putri Ferira