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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Ilmiah Desain & Konstruksi Jurnal Teknik Sipil PROSIDING SEMINAR NASIONAL CENDEKIAWAN Jurnal Ilmiah Universitas Batanghari Jambi Astonjadro JURNAL SUMBER DAYA AIR Jurnal Infrastruktur Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Journal of Sustainable Civil Engineering (JOSCE) Menara: Jurnal Teknik Sipil Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil NUCLEUS: Jurnal Sains dan Teknologi Journal La Multiapp International Journal of Engagement and Empowerment (IJE2) JURNAL ILMIAH GLOBAL EDUCATION International Journal of Multidisciplinary Research and Literature (IJOMRAL) Jurnal Talenta Sipil Jurnal Konstruksi Jurnal Insinyur Profesional Journal of Comprehensive Science Indonesian Journal of Construction Engineering and Sustainable Development International Journal of Civil Engineering and Infrastructure (IJCEI) Journal of Moeslim Research Technik
Pio Ranap Tua Naibaho
Department Of Civil Engineering, Universitas Tama Jagakarsa, Jakarta
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Social Sciences Transportation Other

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Studi Eksperimental Perilaku Sambungan Balok-Kolom Eksterior Beton Bubuk Reaktif Terhadap Beban Lateral Siklis Naibaho, Pio Ranap Tua; Budiono, Bambang; Surono, Awal; Pane, Ivindra
Jurnal Teknik Sipil Vol 22, No 3 (2015)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (751.58 KB) | DOI: 10.5614/jts.2015.22.3.1

Abstract

Abstrak. Beton bubuk reaktif adalah jenis beton baru yang memiliki kuat tekan ultra tinggi. Komponen penyusunnya adalah powder sangat halus yang memiliki kandungan silika tinggi. Hal ini bertujuan untuk menyempurnakan reaksi yang terjadi pada beton dan meningkatkan homogenitas beton. Beton bubuk reaktif terdiri dari: semen, silica fume, pasir kuarsa dengan diameter maksimum 600 μm, superplasticizer dan serat polypropylene. Penelitian ini bertujuan mempelajari perilaku sambungan balok-kolom eksterior dengan meneruskan dan atau menambahkan tulangan pada sambungan balok-kolom eksterior menggunakan beton bubuk reaktif dengan pembebanan lateral siklis. Penelitian terdiri atas tiga buah benda uji dengan kuat tekan beton bubuk reaktif 135 MPa. Benda uji pertama (BU-1) berupa sambungan balok-kolom konvensional, benda uji kedua (BU-2) sambungan balok-kolom eksterior dengan meneruskan tulangan balok menembus kolom dan menambahkan pelat seukuran penampang balok pada sisi kolom dengan las, sedangkan benda uji ketiga (BU-3) sambungan balok-kolom eksterior dengan menambahkan tulangan pada tulangan pokok balok di sambungan balok-kolom eksterior. Hasil penelitian eksperimental dengan sistem pembebanan lateral siklis benda uji-3 lebih baik dibandingkan dengan benda uji-2 dan benda uji-1 untuk pola retak, kurva histeretik, hubungan antara beban dan lendutan, disipasi energi, degradasi kekuatan, dan degradasi kekakuan pada setiap siklus pembebanan. Abstract. Reactive Powder Concrete is a new type of concrete that posseses an ultra high compressive strength. The primary component of Reactive Powder Concrete is very fine powder with high silica content to improve the concrete’s chemical reaction and its homogeneity. Reactive Powder Concrete is a mixture of cement, silica fume, 600 μm diameter maximum of quartz, superplasticizer and polypropylene fiber. This research aims to evaluate the behavior of exterior beam-column connections with extended beam longitudinal bars and/ or added reinforcement using reactive powder concrete under lateral cyclic loading. This study consisted of three specimens with reactive powder concrete compressive strength of 135 MPa. The first specimen (BU-1) was detailed as a conventional beam-column connection, the second specimen (BU-2) was detailed by extending beam longitudinal reinforcement bars which are welded to a steel plate as large as beam’s cross section to the far side of column, while the third test specimen (BU-3) was detailed by adding reinforcement to the main reinforcement of the beam in the exterior beam-column connections. The results showed that specimen BU-3 possesed better cyclic behavior compared to the other two specimens in terms of crack pattern, hysteretic curve, energy dissipation, strength and stiffness degradation at each loadingcycle.
A Studi Sistem Struktur Baja Diagrid Pada Bangunan Tinggi Draga Hasan saputra Saputra; Pio Ranap Tua Naibaho
Jurnal Infrastruktur Vol 5 No 2 (2019): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v5i2.758

Abstract

Diagrid also known as diagonalized grid structure have emerged as one of the most innovative and adaptable approaches and have evolved to the point of making its use non-exclusive to tall buildings. The advantage of this system thus even outweight the disadvantages which are specifically the complexity in design, joint connection construction and the high cost of the structure. Therefore studies related to a structure of this kind which has a huge scope in the future are highly desirable. Analysis using linear dynamics of various structures has been carried out in ETABS using the spectrum response method. The analysis results in term of the top storey displacement, inter-storey drift and time period have been compared to understand the diagrid structure system. The first comparison between diagrid and conventional system has been analysed to illustrate the superiorty of the diagrid system. This comparison illustrate the importance of diagrid in reducing various lateral load parameter such as top storey displacement, inter-storey displacement and time period. The value of the top storey displacement for conventional systems in the direction of x dan y is 34,2% and 30.9% higher than the diagrid system. Both system comparison are hybridized with and without shear wall cores. From the results of the shear wall core effect in the diagrid system, it was observed that the shear wall core improved the performance of the diagrid structure. Lateral top storey displacement decreases from 48.2 mm to 43.5 mm so it is reduced by 10%.
Studi Eksperimental Perilaku Sambungan Balok-Kolom Eksterior Beton Bubuk Reaktif Terhadap Beban Lateral Siklis Pio Ranap Tua Naibaho; Bambang Budiono; Awal Surono; Ivindra Pane
Jurnal Teknik Sipil Vol 22 No 3 (2015)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2015.22.3.1

Abstract

Abstrak. Beton bubuk reaktif adalah jenis beton baru yang memiliki kuat tekan ultra tinggi. Komponen penyusunnya adalah powder sangat halus yang memiliki kandungan silika tinggi. Hal ini bertujuan untuk menyempurnakan reaksi yang terjadi pada beton dan meningkatkan homogenitas beton. Beton bubuk reaktif terdiri dari: semen, silica fume, pasir kuarsa dengan diameter maksimum 600 μm, superplasticizer dan serat polypropylene. Penelitian ini bertujuan mempelajari perilaku sambungan balok-kolom eksterior dengan meneruskan dan atau menambahkan tulangan pada sambungan balok-kolom eksterior menggunakan beton bubuk reaktif dengan pembebanan lateral siklis. Penelitian terdiri atas tiga buah benda uji dengan kuat tekan beton bubuk reaktif 135 MPa. Benda uji pertama (BU-1) berupa sambungan balok-kolom konvensional, benda uji kedua (BU-2) sambungan balok-kolom eksterior dengan meneruskan tulangan balok menembus kolom dan menambahkan pelat seukuran penampang balok pada sisi kolom dengan las, sedangkan benda uji ketiga (BU-3) sambungan balok-kolom eksterior dengan menambahkan tulangan pada tulangan pokok balok di sambungan balok-kolom eksterior. Hasil penelitian eksperimental dengan sistem pembebanan lateral siklis benda uji-3 lebih baik dibandingkan dengan benda uji-2 dan benda uji-1 untuk pola retak, kurva histeretik, hubungan antara beban dan lendutan, disipasi energi, degradasi kekuatan, dan degradasi kekakuan pada setiap siklus pembebanan. Abstract. Reactive Powder Concrete is a new type of concrete that posseses an ultra high compressive strength. The primary component of Reactive Powder Concrete is very fine powder with high silica content to improve the concrete's chemical reaction and its homogeneity. Reactive Powder Concrete is a mixture of cement, silica fume, 600 μm diameter maximum of quartz, superplasticizer and polypropylene fiber. This research aims to evaluate the behavior of exterior beam-column connections with extended beam longitudinal bars and/ or added reinforcement using reactive powder concrete under lateral cyclic loading. This study consisted of three specimens with reactive powder concrete compressive strength of 135 MPa. The first specimen (BU-1) was detailed as a conventional beam-column connection, the second specimen (BU-2) was detailed by extending beam longitudinal reinforcement bars which are welded to a steel plate as large as beam's cross section to the far side of column, while the third test specimen (BU-3) was detailed by adding reinforcement to the main reinforcement of the beam in the exterior beam-column connections. The results showed that specimen BU-3 possesed better cyclic behavior compared to the other two specimens in terms of crack pattern, hysteretic curve, energy dissipation, strength and stiffness degradation at each loadingcycle.
RESPON DINAMIK PELAT PERKERASAN PADA PERKERASAN KAKU Nelson Edison Siregar; Pio Ranap Tua H Naibaho; Edison H Hatoguan Manurung
PROSIDING SEMINAR NASIONAL CENDEKIAWAN PROSIDING SEMINAR NASIONAL CENDEKIAWAN 2019 BUKU I
Publisher : Lembaga Penelitian Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/semnas.v0i0.5727

Abstract

Terlalu banyaknya permasalahan lalu lintas yang biasanya bertumbuh lebih cepat dari upaya-upaya untuk dapat dilakukan pemecahan dari permasalahan transportasi sehingga berakibat meningkatnya masalah – masalah menjadi semakin bertambah parah dengan berjalannya dan bertambahnya waktu. Untuk dapat memecahkan permasalahan dalam lalu lintas perlu diambil langkah-langkah nyata yang berani atas dasar kajian dan langkah-langkah yang pernah dilakukan di kota-kota lain. Faktor jalan terkait dengan kecepatan rencana jalan, geometrik jalan, pagar pengaman di daerah pegunungan, ada tidaknya median jalan, jarak pandang dan kondisi permukaan jalan, tidak memadainya bahu jalan fasilitas pejalan kaki yang sering diabaikan atau tidak tersedia. Syarat batas tepi pelat yang sembarang atau memiliki kondisi jepit elastis di setiap sisi tepi pelat sesuai dengan persamaan (3.23), (3.24), (3.25), (3.26), (3.41), (3.42), (3.43) dan (3.44), sudah mendekati keadaan sebenarnya di lapangan, terlihat dari gaya-gaya dalam yang terjadi pada pertemuan antar pelat. Kontribusi dari masing-masing ragam (mode) terhadap defleksi dinamik maksimum berkurang sejalan dengan meningkatnya ragam sistem. Mengikutsertakan tujuh buah ragam getar di arah x dan tujuh buah ragam getar di arah y untuk menghitung defleksi maksimum sistem sesuai dengan Tabel 4.5 adalah lebih dari cukup hingga diperoleh defleksi dinamik sistem yang akurat. Konstanta pondasi pendukung pelat k dan Gs jenis tanah pendukung  dengan CBR 5% k=38 MN/m³ Gs=13.3 MN/m dengan variasi nilai redaman struktur pelat mengakibatkan berkurangnya lendutan di tengah bentang  sesuai dengan Grafik 4.2 dan Tabel 3. Hal ini menunjukkan bahwa sistem yang ditinjau semakin kaku. Lendutan dinamik maksimum yang terjadi di pusat pelat untuk parameter beban yang dipilih yaitu : P0=80kN, ωbeban=200 rad/det, Acc=2 m/det2 terjadi pada saatkecepatan kendaraan berada 30 km/jam sesuai dengan Grafik 4.2, Grafik 4.2. Kecepatan ini merupakan kecepatan kritis untuk sistem yang ditinjau. Bila melihat tipe dan kelas jalan maka jalan pada akses industri Karawang masuk pada tipe jalan 2 kelas 3 dan maksimum kecepatan yang diijinkan untuk kendaraan 40.3 km/jam masih dalam batas yang diijinkan.
Proyek Pembangunan Jembatan Rumah Susun Padat Karya “Pengamatan Pelaksanaan Pekerjaan Plat pada Jembatan Rumah Susun Padat Karya” A Riduan Umar; Pio Ranap Tua Naibaho
NUCLEUS Vol 3 No 1 (2022): NUCLEUS
Publisher : Neolectura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37010/nuc.v3i1.791

Abstract

This study aims to determine the consideration factors for the selection of the erection girder method, an effective method for the implementation of the erection girder, the factors that affect the erection girder implementation process, and a comparison of the implementation of the erection girder using a crawler crane and a launcher girder. First, both primary and secondary data were collected, then an analysis of the crawler crane and launcher girder methods was carried out. In each method, an analysis of material and tool requirements, time, cost, and quality of work is carried out. Furthermore, the results of the analysis are used to determine the most appropriate method. Based on the analysis that has been carried out, it can be ascertained that the factors that are considered in the use of the girder erection method include field conditions, location location, weather conditions, human resources, and specifications of tools and equipment. The basic difference between the crawler crane and launcher girder methods is the way the girder beam is placed at the fulcrum. The crawler crane method has a relatively faster processing time compared to the launcher girder method because the mobilization of tools is carried out in separate conditions, while the launcher girder method has advantages in terms of cost, tool precision, and operation method. From the analysis calculation, it is found that the effective method for erection girder work on underpass sta: 99 + 910 Trans Sumatra toll road project using crawler crane.
DEFLECTION ANALYSIS OF THE BUILDING STRUCTURE USING BUILDING INFORMATION MODELING: Case Study: Green House Display BRIN Cibinong Bogor Yulianto Bastian Zai; Pio Ranap Tua Naibaho; Sampurna Bangun
International Journal of Multidisciplinary Research and Literature Vol. 2 No. 3 (2023): INTERNATIONAL JOURNAL OF MULTIDISCIPLINARY RESEARCH AND LITERATURE
Publisher : Yayasan Education and Social Center

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (627.49 KB) | DOI: 10.53067/ijomral.v2i3.119

Abstract

The National Research and Innovation Agency (BRIN) is currently carrying out the construction of research facilities in various regions in Indonesia, one of which is the construction of the Green House Display Facility Infrastructure located in the Cibinong Science Center and Botanical Garden (CSC-BG-LIPI) area. This study aims to model the structural elements of the BRIN Cibinong Bogor Green House Display building and conduct structural analysis of columns (K10, K11, K12) and beams (B3, B4, B10, B13, BP1, BP2) using Tekla Structures 21 and Tekla Structural. Designer 21. The result of this research is that the modeling of structural elements can be done well and in detail, for example, there are no structural components that have clashes. The largest maximum deflection occurs in beam B4 which is 0.004921 m. Based on the deflection calculation in article 24.2 of SNI 2847:2019, the maximum permit deflection value is 0.0125 m. This shows that all beams and columns analyzed meet the maximum allowable deflection requirements based on SNI 1726:2019 and SNI 2847:2019
ANALISIS PERBANDINGAN DETAIL ENGINEERING DESIGN DENGAN REALISASI STUDI KASUS GEDUNG GREEN HOUSE DISPLAY BRIN CIBINONG BOGOR Naibaho, Pio Ranap Tua; Daryanto, Eka; Wujaya, Kinanti
Jurnal Insinyur Profesional Vol 3, No 2 (2024): Jurnal Insinyur Profesional
Publisher : Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/jip.v3i2.42545

Abstract

ABSTRAKGreen House Display yang berlokasi di Cibinong, Kabupaten Bogor, Jawa Barat merupakan sebuah bangunan rumah kaca (greenhouse) yang dibangun untuk mendukung pelestarian dan perbanyakan plasma nutfah tumbuhan potensial Indonesia. Greenhouse tersebut juga berperan dalam memperkenalkan keanekaragaman hayati Indonesia dan mempercepat penyebaran ilmu hayati strategis ke masyarakat. Bangunan tersebut memiliki design yang unik, berbentuk seperti bunga Rafflesia Arnoldi, dan memiliki dua kelopak atau dome. Material bangunan tersebut menggunakan beton dan baja yang di mana material baja digunakan untuk atap sedangkan material beton untuk komponen struktur lainnya seperti kolom, balok, dan pelat lantai. Seiring berjalannya proses pembangunan, terdapat beberapa perubahan design dari rencana awal Detail Engineering Design (DED), karena kebutuhan di lapangan dan faktor keamanan dari bangunan. Penelitian ini bertujuan untuk mengetahui perbandingan antara rencana design awal dan realisasi di lapangan, untuk keperluan analisis, peneliti menggunakan software Tekla Structural Designer. Dari hasil analisis menggunakan software Tekla Structural Designer, terdapat perbedaan dari realisasi di lapangan dengan Detail Engineering Design (DED).  Perubahan tersebut terdapat pada kolom K15 pada area tengah dome utama dan penambahan balok pada bagian Ramp dome utama. Pada rencana awal (DED) kolom K15 yang merupakan kolom freestanding, terdapat perubahan design yang terealisasi di lapangan, kolom tersebut dihubungkan oleh balok dan pelat lantai guna untuk menambah kekuatan struktur. Perubahan selanjutnya terjadi pada Ramp dome utama yang ditambahkan balok pada kedua sisi pelat lantai Ramp yang berfungsi untuk meredam getaran. Kata kunci: Green House Display, Analisis perbandingan, Tekla Structural DesignerABSTRACTThe Green House Display, located in Cibinong, Bogor Regency, West Java, is a greenhouse building built to support the preservation and propagation of Indonesia's potential plant germplasm. The greenhouse also plays a role in introducing Indonesia's rich culture and accelerating the dissemination of life science strategies to the public. The building has a unique design, shaped like a Rafflesia Arnoldi flower, and has two petals or a dome. The building materials use concrete and steel where steel material is used for roofs while concrete material is used for other structural components such as columns, beams, and floor plates. As the development process progresses, there are several design changes from the initial Detail Engineering Design (DED) plan, due to field requirements and the safety factor of the building. This study aims to determine the comparison between the initial design plan and the realization in the field. For analysis purposes, researchers use the Tekla Structural Designer software. From the results of the analysis using the Tekla Structural Designer software, there are differences from the realization in the field of Detail Engineering Design (DED). These changes are found in the K15 column in the center area of the main dome and the addition of beams in the main Ramp dome. In the initial plan (DED) of the K15 column which was a freestanding column, there was a design change that was realized in the field, the column is connected by beams and floor slabs to increase the strength of the structure. Subsequent changes occurred in the main Ramp dome which added beams on both sides of the Ramp floor plate which functioned to dampen vibrations.Keywords: Green House Display, Comparative analysis, Tekla Structural Designer
RELATIONSHIP BETWEEN 35 MEGAPASCAL COMPRESSIVE STRENGTH AND FLEXURAL STRENGTH Permana, Oki; Naibaho, Pio Ranap Tua; Bangun, Sempurna
International Journal of Civil Engineering and Infrastructure Vol 3, No 2 (2023): IJCEI Volume 3 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.3.2.59-68

Abstract

In the modern era like now in the construction sector, there are so many innovations in infrastructure along with the times. Concrete is an important factor in the construction sector with a function as one of the formers of the upper and lower structures. Concrete material is the result of a mixture of cement, coarse aggregate, fine aggregate, water and sometimes added materials with various kinds of innovations. The method used in this study is experimental, by making the test specimen laboratory samples by using two different specimens but with the same quality of concrete is fc'35 MPa. Based on the results of the values on the flexural and compressive test specimens in the laboratory, an unsuitable relationship between flexural strength (has been obtained fs) and compressive strength (fc ') according to SNI 2847: 2013. On formulas (fr = 0.62 √fc′) applis to the concrete test 28 day.
ANALYSIS OF STRENGTH OF LIFT FRAME STRUCTURE ON LIFT LOAD WEIGHT OF 320 KG AND LIFT LOAD WEIGHT OF 450 KG USING ETABS SOFTWARE (CASE STUDY: PONDOK INDAH TOWNHOUSE PROJECT) Tuheteru, Kadir; Azhar, Moh; Bangun, Sempurna; Naibaho, Pio Ranap Tua
International Journal of Civil Engineering and Infrastructure Vol 4, No 1 (2024): IJCEI Volume 4 No. 1
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.4.1.30-44

Abstract

The lift frame is a system that provides physical support to the lift. The steel material used is hot rolled steel (WF and H-Beam). In this research, to prevent damage due to earthquakes, it is necessary to carry out earthquake analysis including structural irregularities, intersections between levels, and increased forces due to irregularities following SNI 1726-2019. This research aims to determine the specifications of an elevator frame that can withstand a load of 320 kg and analyze the axial force, moment, and shear in the elevator structure using ETABS Software. Apart from that, to find out the results of the strength of the lift frame on a floor building if a load force of 450 kg is applied. The results obtained in this research are as follows, the weight of the lift load of 320 kg working on the 200x100x5.5x8 WF support beam is 1726.6 kg, and the weight of The lift load of 450 Kg working on the 200x100x5.5x8 WF Support Beam of 1925 Kg. In earthquake load analysis in the South Jakarta area, deformation in building structures was 3,064 mm in the X direction and 1,722 mm in the Y direction, so the elevator frame structure is safe.
EFFECT OF THE USE OF WOOD CHARCOAL ASH ON THE COMPRESSIVE STRENGTH OF NORMAL CONCRETE William, Martin Richardo; Sembiring, Kristina; Bangun, Sempurna; Naibaho, Pio Ranap Tua
International Journal of Civil Engineering and Infrastructure Vol 3, No 2 (2023): IJCEI Volume 3 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.3.2.32-39

Abstract

Wood charcoal ash is the result of chemical changes from the burning of wood. Wood charcoal contains silica which is a good binder aggregate for concrete mixtures, it is the same as the function of cement in a concrete mixture. Wood charcoal can also be used as a mixture or addition to the manufacture of reactive concrete. Concrete is a mixture of portland cement, fine aggregate, coarse aggregate and water, with or without additives that form a solid mass. Concrete is prepared from coarse aggregate and fine aggregate. Cement and water interact chemically to bind the aggregate particles into a solid mass (George Winter, 1993). Based on the results of research that has been done, the results obtained on normal concrete of 17.98 Mpa at the age of 7 days and increased at the age of 14 days of 20.73 Mpa, and 28 days of 22.94 Mpa. At the time of normal concrete mixed with wood charcoal ash 3% compressive strength of concrete again increased by 20.43 Mpa at the age of 7 days, but at the age of 14 days of concrete with a mixture of wood charcoal ash increased by 20.82 Mpa and again increased at the age of 28 days by 27.07 Mpa. The decrease continued to occur in concrete with a mixture of wood charcoal ash 8% and 13% at the age of 7 Days, 14 days, and 28 days, the increase in the compressive strength of the optimal concrete is in the concrete mixture of wood charcoal ash 3% at the age of 28 days.
Co-Authors A Riduan Umar Aditya, Zori Al Hasyir, Muhammad Humaam Arif, Muhammad Andi Awal Surono Azhar, Moh Azhar, Moh. Baggio, Eugene Yudhistira Bagio, Toni Hartono Bambang Budiono Bambang Priyambodo, Bambang Bangun, Sempurna Budiarto, Rika Budiono, Bambang Dewita, Hikma Diartama, Luh Gede Melyarista Draga Hasan saputra Saputra Eka Daryanto, Eka Fadhila Muhammad Libasut Taqwa Fahmi, Khosa Maulana Fahmy Hermawan Ginting, Liberty Herinius Girsang, Pije Saputra Hartono, Arief Budi Heris Cahya Kusuma Hutagalung, Jethro Lukito Ida Ayu Putu Sri Widnyani Imanto, Yuwono Ivindra Pane Kornel Munthe Kusuma, Heris Cahya Laksono, Arvidya Esta Manlian Ronald A. Manurung, Edison H. Manurung, Edison Hatoguan Maria, Kiki Moh Azhar Muhammad Andi Arif Nelson Edison Siregar Nosi, Leonardus Nurhayati, Yayah Pane, Ivindra Permana, Oki Pujianto, Cahyo Ramadhani, Fajar Ikhsan Ramdhani, Ferri Riadi, Joan Romy Setiawan, Irvan S, Daniel Sampurna Bangun Sarjono Puro Sembiring, Kristiana Sembiring, Kristina Sempurna Bangun Siahaan, Herianto Sianturi, Gestan Simanjuntak, Manlian R. A. Sitohang, Oloan Sitti Wardiningsih Situmorang, Henry Maurice Soenarto, Bambang Sri Wiwoho Mudjanarko, Sri Wiwoho Subkhan Subkhan Sunadi, Fajar Sidiq Surbakti, Simon Surono, Awal Suryaningsih, Ni Luh Ayu Syahairony, M. Syahroni, Alif Ihsan Tjahjani, AR Indra Tuheteru, Kadir widyantoro, satrio William, Martin Richardo Wujaya, Kinanti Xena S P, Canda Yulianto Bastian Zai