Article Per Year (5 Year)
p-Index From 2021 - 2026
5.015
P-Index
This Author published in this journals
All Journal IAES International Journal of Artificial Intelligence (IJ-AI) MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Sains dan Teknologi TELKOMNIKA (Telecommunication Computing Electronics and Control) Jurnal Informatika Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Proceedings ACES (Annual Civil Engineering Seminar) Khazanah Informatika: Jurnal Ilmu Komputer dan Informatika Jurnal Teknik Sipil Jurnal Teknik International Journal of Artificial Intelligence Research RABIT: Jurnal Teknologi dan Sistem Informasi Univrab Seminar Nasional Teknologi Informasi Komunikasi dan Industri Dinamisia: Jurnal Pengabdian Kepada Masyarakat SIKLUS: Jurnal Teknik Sipil Jurnal Rekayasa Sipil Abdimas Umtas : Jurnal Pengabdian kepada Masyarakat JURNAL SAINTIS Jurnal Infrastruktur Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi Journal of Infrastructure and Civil Engineering SAINSTEK INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY Jurnal Bangunan: Konstruksi & Desain Jcommits : The Journal of Community Empowerment, Innovation, and Sustainability
Reni Suryanita
Department Of Civil Engineering, Engineering Faculty, Universitas Riau, Pekanbaru, Indonesia
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mathematics Mechanical Engineering Social Sciences Transportation Other

Published : 120 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 120 Documents
Search

 8   9   10   11   12 
Analisis Eksperimental Dampak Pemasangan Bracing Pada Struktur SDOF Dan MDOF Terhadap Beban Getar Horizontal Tauladan, Muhammad Wafiq; Monica MG, Intan; Suryanita, Reni
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 3 (2025): September 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.3.135-147.2025

Abstract

Buildings subjected to horizontal vibration loading can cause displacement deformation and even collapse. Laboratory-scale testing to simulate vibrations due to horizontal loading can be done using structural modeling using a shaking table as the vibration source medium. This can be done because large-scale testing is very difficult to do due to cost and time constraints. This study aims to analyze the impact of bracing use on the response of Single Degree of Freedom (SDOF) and Multi Degree of Freedom (MDOF) structures due to horizontal vibration loads. The building models tested were one to three-story models with and without bracing. Testing was carried out using a one-way horizontal shaking table with varying frequencies of 15 Hz, 20 Hz, and 25 Hz to see the differences in each structural response. The parameters observed in this study were model displacement and acceleration. The study results show that the model without bracing experiences a maximum acceleration at each vibration table frequency of 490 cm/s2 with a vibration table frequency of 15 Hz, 649 cm/s2 with a vibration table frequency of 20 Hz, and 774 cm/s2 with a vibration table frequency of 25 Hz. Meanwhile, the model using bracing experiences the largest acceleration reduction of up to 35% for a vibration table frequency of 25 Hz. Bracing increases the lateral stiffness of the structure thereby reducing deformation to be smaller than the structure without bracing. The maximum displacement value of the model without bracing at each frequency is 1.08 cm at a vibration table frequency of 15 Hz, 1.54 cm at a vibration table frequency of 20 Hz, and 2.84 cm at a vibration table frequency of 25 Hz. From the study conducted, it can be concluded that the use of bracing in SDOF and MDOF structures has a reduction in structural response of up to 35%.
ANALISIS PENGARUH ANALISIS KONSTRUKSI BERTAHAP (CONSTRUCTION SEQUENCE ANALYSIS) TERHADAP EKSENTRISITAS KOLOM BETON BERTULANG Ardyansah, Rofika Ratna; Suryanita, Reni; Djauhari, Zulfikar
Jurnal Ilmiah Telsinas Vol 1 No 2 (2018)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

In reality, a building structure was built floor by floor or gradually, this is going to affectforces in preliminary design (using Direct Loading Method). The most extreme effect in the form ofeccentricities in the column structure, there this research is giving depiction on how far eccentricitiesdeviation dan what factor affects column structure eccentricities as the consequence of gradualbuilding.This research utilizes Sequential Loading Method, that is weight loading method by trying toimitate loading while construction execution occured with loading weight on gradual and sequentialstructre model.Eccentricities on column structure will extremely decrease if axial weight was added(column with one floor above). This research show eccentricites decrease until 26.39% or decrease asmuch as 73.61% from Full Model analysis. Bekisting dismantling before structure column and floorweight above done correctly is the main factor for a extensive eccentricites on column structure tohappen. So, bekisting dismantling should be planned very well by calculating its structure behavior.
TOWARDS RESILIENT URBAN FUTURES: LAND USE CHANGE, FLOOD RISK, AND THE ROLE OF SUSTAINABLE DRAINAGE SYSTEMS IN KUANTAN TENGAH DISTRICT Hermawan, Chitra; Suryanita, Reni; Mulyadi, Aras; Firzal, Yohannes
INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY VOLUME 8, NUMBER 2, OCTOBER 2025
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/urbanenvirotech.v8i2.22892

Abstract

Sustainable Urban Drainage Systems (SUDS) are considered an innovative approach to urban water management, but their application in Indonesia is still very limited. Aim: This study was aimed to analyze the impact of land use change on runoff coefficient and its implication for socio-economic resilience in post-flood conditions in Kuantan Tengah District, Riau Province. Methodology and results: The research applied a spatial-hydrological and socio-economic approach, integrating drone imagery, GIS-based land classification, runoff coefficient analysis, field drainage assessment, and community surveys. Results revealed that the average runoff coefficient (Cr) increased to 0.57 due to land conversion into impervious surfaces, especially residential and road areas. This condition led to inadequate drainage capacity and contributed to urban flooding. Socio-economic impacts identified include infrastructure damage, income loss in local businesses, health problems, and psychological stress. SWOT analysis highlighted institutional strengths and public awareness, but also emphasized weak ecosystem-based management. Conclusion, significance and impact study: A Sustainable Urban Drainage System (SUDS) model was proposed to overcome these challenges, combining green infrastructure, zoning policy, SOP (standard operating procedures) for drainage maintenance, and community participation. This study provides a novel integrative framework for urban flood risk mitigation based on hydrological and socio-economic indicators and offers policy insights for sustainable spatial planning in flood-prone regions.  The solutions offered directly support several Sustainable Development Goals (SDGs), particularly SDG 11 on Sustainable Cities and Communities, SDG 6 on Clean Water and Sanitation, and SDG 13 on Climate Action.
Prediction of SPT value based on CPT data and soil properties using ANN with and without normalization Fernando, Hendra; Nugroho, Soewignjo Agus; Suryanita, Reni; Kikumoto, Mamoru
International Journal of Artificial Intelligence Research Vol 5, No 2 (2021): December 2021
Publisher : Universitas Dharma Wacana

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (445.835 KB) | DOI: 10.29099/ijair.v5i2.208

Abstract

Artificial neural networks (ANN) are now widely used and are becoming popular among researchers, especially in the geotechnical field. In general, data normalization is carried out to make ANN whose range is in accordance with the activation function used. Other studies have tried to create an ANN without normalizing the data and ANN is considered capable of making predictions. In this study, a comparison of ANN with and without data normalization was carried out in predicting SPT values based on CPT data and soil physical properties on cohesive soils. The input data used in this study are the value of tip resistance, sleeve resistance, effective soil overburden pressure, liquid limit, plastic limit and percentage of sand, silt and clay. The results showed that the ANN was able to make predictions effectively both on networks with and without data normalization. In this study, it was found that the ANN without data normalization showed a smaller error value than the ANN with data normalization. In the network model without data normalization, RMSE values were 3.024, MAE 1.822, R2 0.952 on the training data and RMSE 2.163, MAE 1.233 and R2 0.976 on the test data. Whereas in the ANN with data normalization, the RMSE values were 3.441, MAE 2.318, R2 0.936 in the training data and RMSE 2.785, MAE 2.085 and R2 0.963 in the test data. ANN with normalization provides a simpler architecture, which only requires 1 hidden layer compared to ANN without normalization which requires 2 hidden layer architecture.
Analisis Respons Struktur Portal Baja Bertingkat Akibat Kandungan Frekuensi Gempa Yang Berbeda Afisha, Elly; Suryanita, Reni; Yuniarto, Enno
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5, No 1 (2018): Wisuda April Tahun 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Indonesia is one of the countries that located in the quake zone. But not all earthquakes that occur is a devastating earthquake. Some earthquake parameters that affect the level of damage from a building structure are the peak ground acceleration, response spectrum value, earthquake duration, and earthquake frequency content. The earthquake frequency content parameters were considered the most influential on structural damage. The objective of this research is to get the response from the structure of multilevel steel portals such as displacement, inter-story drift, velocity, acceleration, and to analyze the displacement limit based on SNI 1729-2012. The reviewed structure is an open frame steel building model that is into 5 levels, 10 levels, and 15 levels. This study use time history analyses with 9 earthquake recordings of the Kobe earthquake, Mexico earthquake, Nepal earthquake, Chile earthquake, New Zealand earthquake, Sumatera earthquake, Fredericksburg earthquake, Mentawai earthquake, and Northridge earthquake that has been grouped into low-frequency content, medium frequency content, and high-frequency content. The results showed that the structure responses such as displacement, velocity, and acceleration will increase with the increasing number of levels of the building structure. The inter-story drift the allowed level of the structure still qualified based on SN 1729-2012 where the allowed drift in 7 cm and the inter-story drift produced by the structure is still less than 7 cm. An earthquake with low-frequency content has an enormous influence on the structure response in all the level structure.Keywords: response structure, time history, frequency content
Peningkatan Kepadatan dan Daya Dukung Tanah dengan Pencampuran Tanah Lempung dan Pasir Maizir, Harnedi; Suryanita, Reni; Harnedi, Raihan Arditama
Jurnal Teknik Sipil Vol 31 No 3 (2024): Jurnal Teknik Sipil - Edisi Desember
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.3.4

Abstract

Abstrak Kepadatan dan kekakuan tanah merupakan permasalahan yang harus diperhatikan dalam perencanaan struktur bangunan konstruksi. Hal ini disebabkan tanah berperan sebagai media yang menahan beban ataupun aksi dari konstruksi yang akan dibangun di atasnya. Perbaikan tanah dengan mencampurkan dua material merupakan salah satu cara untuk memenuhi kekuatan yang dibutuhkan. Perubahan cuaca dan suhu di lapangan menjadi faktor yang menjadikan tanah tidak stabil. Perbaikan tanah yang dilakukan berasal dari Proyek pekerjaan Tol Pekanbaru – Bangkinang yang berasal dari empat lokasi pengamatan. Penelitian ini dilakukan dengan mencampurkan dua material tanah dengan perbandingan 1:1 dari lokasi yang berbeda. Setelah itu dilakukan pengujian CBR, Berat Jenis, Batas-batas Atterberg dan berat volume untuk setiap benda uji. Hasil penelitian berupa nilai CBR yang menunjukkan bahwa nilai CBR tertinggi berada pada tanah campuran Pasir 2 dengan Tanah 2 dengan nilai CBR 34.34 %. Nilai CBR terendah didapatkan pada campuran Tanah Pasir 1 dengan Tanah 1 dengan 21.5%. Campuran antara Pasir 1 dengan Tanah 2 memiliki nilai CBR 25.3%, sedangkan Pasir 2 dengan Tanah 1 memiliki nilai CBR 24.8% tidak terlalu jauh dengan Pasir 1 dengan Tanah 2. Kepadatan kering maksimum untuk pasir 1 tanah 1 adalah 1.944 gr/cc. Pasir 1 dengan tanah 2 adalah 1.943 gr /cc. pasir 2 dengan tanah 1 adalah 1.996 gr/cc. Sedangkan pasir 2 dengan tanah 2 adalah 1.930 gr /cc. Perbedaan relatif kepadatan kering maksimum dipengaruhi oleh variasi ukuran butiran pada metode kepadatan ringan (standar). Kata Kunci: Nilai CBR, kekakuan tanah, perbaikan tanah, tanah lempung, pasir Abstract Soil density and bearing capacity are problems that must be considered in the planning of construction building structures. This is because the soil acts as a medium that holds the weight or action of the construction to be built on it. Stability by mixing two materials is one way to meet the required strength. The changes in weather and temperature in the field are factors that make the soil unstable. The samples carried out came from the Pekanbaru - Bangkinang Toll Road Project which came from the four observation locations. This research was conducted by mixing two soil materials with a ratio of 1: 1 from different locations. After that, testing the CBR, Specific Gravity, Atterberg limits, and volume weight for each specimen. The results of the study were CBR values which indicated that the highest CBR value was in a mixture of Sand 2 and Soil 2 with a CBR value of 34.34%. The lowest CBR value was found in a mixture of Sand 1 and Soil 1 with 21.5%. The mixture between Sand 1 and Soil 2 has a CBR value of 25.3%, while Sand 2 and Soil 1 have a CBR value of 24.8%. The maximum dry density for Sand 1 Soil 1 is 1.944 Gr/cc. Sand 1 with soil 2 is 1,943 Gr / cc. Sand 2 with soil 1 is 1.996 Gr/cc. While sand 2 with soil 2 is 1,930 Gr/cc. The relative difference in maximum dry density is influenced by grain size and is not influenced by compaction energy and mold size in the light density method (standard). Keywords: CBR value, soil stiffness, soil stabilization, clay soil, sand
Mapping the Economic Potential of the Community of Teluk Latak Village, Bengkalis District, Bengkalis Regency through an MSMEs: Pemetaan Potensi Ekonomi Masyarakat Desa Teluk Latak Kecamatan Bengkalis Kabupaten Bengkalis Melalui Survey UMKM Suryanita, Reni; Raihan Arditama Harnedi; Yohannes Firzal; Benny Hamdi Rhoma Putra; Yenita Roza; Poppy Nurmayanti; Harnedi Maizir
Dinamisia : Jurnal Pengabdian Kepada Masyarakat Vol. 8 No. 3 (2024): Dinamisia: Jurnal Pengabdian Kepada Masyarakat
Publisher : Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/dinamisia.v8i3.17284

Abstract

This community service activity (PKM) was carried out in Teluk Latak Village, Bengkalis District, Bengkalis Regency, Riau Province. This activity records the socio-economic potential of Teluk Latak Village which focuses on Micro, Small and Medium Enterprises (MSMEs). Although the majority of residents do not experience problems in doing business, some business actors report difficulties, especially in marketing and promoting the products that have been produced. Therefore, this PKM activity collected data on the economic potential in Teluk Latak Village based on information from MSME players. The PKM activity method is carried out through a field survey involving MSME business actors using the interview method and analyzing data related to the economy. The survey results show that the majority of MSME activists in Teluk Latak Village are engaged in weaving. This finding illustrates the strong economic potential, especially in the weaving MSME sector. It is hoped that the results of data collection on economic potential through this PKM activity can be used as a reference for optimal efforts in developing the potential of Teluk Latak Village. The results of the analysis show that improving marketing and promotion strategies can overcome the obstacles faced by some MSME actors, so that economic development in Teluk Latak Village can be carried out holistically, maximizing the potential of the MSME sector and overcoming obstacles that may arise.
Assistance in Preparing Quality Documents for Private Universities in Kampar Regency: Pendampingan Penyusunan Dokumen Mutu Bagi Perguruan Tinggi Swasta di Kabupaten Kampar Zulkarnain, Zulkarnain; Suryanita, Reni; Zul, Delita; Olivia, Yessi
Dinamisia : Jurnal Pengabdian Kepada Masyarakat Vol. 8 No. 5 (2024): Dinamisia: Jurnal Pengabdian Kepada Masyarakat
Publisher : Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/dinamisia.v8i5.17285

Abstract

Quality assurance of higher education is carried out through the determination, implementation, evaluation, control, and improvement of Higher Education Standards (SPT) known as the PPEPP cycle. Each university is expected to be able to develop an SPMI pattern that is appropriate for the conditions of the university itself. However, not all universities have the same understanding of the implementation of SPMI. For this reason, this community service activity aims to help two universities in Kampar Regency, Riau Province, namely: Universitas Pahlawan Tuanku Tambusai and STIE Bangkinang. Although these two universities already have an Internal Quality Assurance Institution, the adequacy of SPMI documents has not been fully met according to standards. The community service activity began by distributing an initial survey on participants' understanding of SPMI at their respective universities. Furthermore, the community service activity was filled with the provision of materials and a final survey to analyze changes in the level of participants' understanding of the material given to participants. The survey results showed that there had been an increase in participants' understanding in compiling and archiving SPMI documents.
Aplikasi Metode Rapid Visual Screening (RVS) Dalam Monitoring Kerentanan Bangunan Pemerintahan di Indragiri Hulu Agustin, Sri; Djauhari, Zulfikar; Suryanita, Reni
Jurnal Rekayasa Sipil (JRS-Unand) Vol. 16 No. 1 (2020)
Publisher : Civil Engineering Departement, Andalas University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jrs.16.1.38-48.2020

Abstract

Rapid Visual Screening (RVS) adalah sebuah metode peninjauan kondisi bangunan terhadap gempa secara visual, menggunakan formulir analisis khusus yang merangkum seluruh hasil tinjauan visual dan menghasilkan nilai akhir (final score) minimal 2 (dua) untuk kondisi bangunan yang aman terhadap bahaya gempa. Nilai akhir RVS berdasarkan FEMA 154 dengan ketentuan jika final score kurang dari 2 (dua) maka gedung dinyatakan perlu dievaluasi lebih lanjut. Tujuan penelitian ini adalah untuk menganalisis tingkat risiko bangunan gedung pemerintahan di wilayah Kabupaten Indragiri Hulu terhadap bahaya gempa dan menentukan final score sebagai keluaran dari metode Rapid Visual Screening (RVS). Pengamatan bangunan dilakukan terhadap 4 gedung pemerintahan yaitu Kantor Bupati, Kantor Dinas Pendidikan Kebudayaan, Kantor Dinas Perpustakaan dan Kearsipan dan Bangunan SD Negeri 006 Rengat. Hasil Respons Spektral MCE perioda pendek dengan redaman 5% (Ss) dan Respons Spektral MCE perioda 1 detik dengan redaman 5% (S1)  pada penelitian ini berada di tingkat Moderate Seismicity. Berdasarkan analisis kondisi bangunan, gedung-gedung yang diamati pada penelitian ini tergolong ke dalam kondisi tidak beresiko terhadap gempa bumi. Hal ini dibuktikan dari seluruh final score berada di atas angka 2 (dua). Dengan demikian dapat disimpulkan bangunan gedung pemerintahan pada penelitian ini berada pada kondisi aman dari bahaya risiko gempa.
Perilaku Mekanik Bata Ringan Dengan Penambahan Silica Fume Subagiono, Yon; Maizir, Harnedi; Suryanita, Reni
Jurnal Rekayasa Sipil (JRS-Unand) Vol. 16 No. 3 (2020)
Publisher : Civil Engineering Departement, Andalas University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jrs.16.3.194-204.2020

Abstract

Bata beton ringan memiliki keuntungan praktis dan ekonomis dalam pelaksanaan kontruksi sehingga permintaan pasar untuk bata ringan semakin meningkat selama beberapa tahun terakhir. Selain itu pemakaian bata beton konvensional sebagai bahan bagunan non-struktural dinilai masih cukup besar massa jenisnya sehingga memberikan beban lebih ke struktur bangunan. Untuk itu diperlukan bata beton yang memiliki bobot yang lebih ringan sehingga dapat meningkatkan efisiensi baik bahan dan beban yang ditahan struktur maupun pondasi dari bangunan. Penggunaan bata ringan pada umumnya sebagai non struktur berupa dinding panel dan pelat atap. Salah satu cara untuk mengurangi kepadatan bata beton ringan adalah dengan menambahkan pori-pori udara dalam campuran pasta semen atau mortar. Penambahan pori-pori udara dilakukan dengan penambahan foaming agent. Dalam perkembangan teknologi bahan bata ringan perlu ditingkatkan lagi efisiensi dari segi penggunaan bahan dan kualitas bata ringan itu sendiri. Penelitian ini bertujuan untuk menganalisis komposisi campuran yang optimal pada bata ringan tipe Cellular Lightweight Concrete dengan penambahan silica fume. Benda uji dibuat dalam ukuran 10 cm x 20 cm x 60 cm dengan memvariasikan komposisi silica fume dalam 5 komposisi yaitu 0%, 5%, 10% 15% dan 20% dari berat semen yang digunakan dalam campuran bahan. Selanjutnya dilakukan perawatan bata ringan pada umur 3 hari, 7 hari, 14 hari, 21 hari dan 28 hari. Pengujian mekanik yang dilakukan  adalah pengujian kuat tekan secara merata pada bagian atas bata ringan. Instrumen pengukuran yang digunakan pada penelitian adalah load cell sebagai pengukur beban dan Linear Variable Differential Transformer (LVDT) untuk mengukur penurunan (displacement) yang terjadi pada permukaan yang dibebani. Data keluaran yang dapat diperoleh dari pengujian ini adalah kuat tekan, modulus elastisitas dan displacement. Nilai kuat tekan bata ringan pada umur 28 hari untuk komposisi 1 sebesar 0,47 MPa, komposisi 2 sebesar 0,82 MPa, komposisi 3 sebesar 0,87 MPa, komposisi 4 sebesar 0,70 MPa, dan komposisi 5 sebesar 0,61 MPa. Berdasarkan hasil penelitian dapat disimpulkan bahwa komposisi bahan campuran yang menggunakan bahan tambah  silica fume dengan persentase  10% dari berat semen menghasilkan kuat tekan yang paling tinggi dengan penurunan permukaan sebesar 3.5 mm saat dibebani dan modulus elastisitas 527.62 kg/m3. Diharapkan hasil penelitian ini dapat dijadikan bahan referensi dalam industri dan penelitian bata ringan dengan bahan tambah silica fume untuk mendapatkan sifat mekanik yang optimal pada bata ringan.
Co-Authors ', smeddiyanto Abrar Rifqi Pratama Afisha, Elly Afisha, Elly Ahmad Hamidi Ahmad Obi Narman Ahmad Riadi Ahmad Riadi Alex Kurniawandy Aminuyati Andi Wijaya Anggi Agusstiawan Appriliya Destiyani Aprilia Andoni, Elsa Aras Mulyadi Ardiansyah, M. Syukri Ardyansah, Rofika Ratna Ari Sandhyavitri Ari Vera Indra Ariadi, Koko Putra Arif Rahman Azlan Adnan Azlan Adnan Benny Hamdi Rhoma Putra Beny Setiawan Brian Priadana Mulrony Chitra Hermawan Dandio Ahmad Fansuri Darmawan, Wan Fikri Debi Setiawan Debi Setiawan, Debi Dede Eldi Kurniawan Delita Zul Dimas Arief Wicaksono Djauhari, Zulfikar Dwiqhee Abdul Ghani Dyna Aulia R Efendi, M. Rizal Dika Eki Syahyudi Elsa Aprilia Andoni Elsyani Eka Putri Elva Nidya Sari Enno Yuniarto Erizal ' Fadrizal Lubis Fansuri, Dandio Ahmad Fernando, Hendra Firzal, Yohannes Florisa Florisa Florisa Florisa Garcya, Muhammad Gala Geovani Meiwanda Hanantatur Adeswastoto Harnedi Maizir Harnedi, Raihan Arditama Hendra Fernando Hendra Jingga, Hendra Heru Nurcahyo Heru Satiadi, Heru Heru Setiadi Ilham Akbar Imam Mustafa Iqbal Maulia Iskandar Romey Sitompul Ismail Rahmadtulloh Ismed Diyanto Ismeddyanto Ismeddyanto Ismeddyanto, Ismeddiyanto Ismediyanto Ismediyanto Joni, Mustika Kamaldi, Alfian Kampati, Tri Budi Kikumoto, Mamoru Maharani Miranda Makahani, Satria Mardiyono Mardiyono Mardiyono Mardiyono Mardiyono, Mardiyono Maya Rumiati MG, Intan Monica Monica, Tiara Monita Olivia Mustika Joni Nila Kamelia Nopember Toni Nopember Toni, Nopember Poppy Nurmayanti Puri Awanda Cantikawati Putra, Azlansyah Mudahir Putri, Ade Septiani Rahmadi Rahmadi Rahmadi Rahmadi Rahmiasari Rahmiasari Raihan Arditama Harnedi Raja Parulian Purba, Raja Parulian Rama Dwi Aryandi Ramalia Noratama Putri Randhi Saily Rendy Wijaya Revo Sedrian Putra Rexi Putra Rian Fajri Ramadanas Ricky Andriano Ridwan Ridwan Ridwan Ridwan Rizki Zulapriansyah Rofika Ratna Ardyansah Roma Dearni RR. Ella Evrita Hestiandari Rumiati, Maya Satria Makahani Sedrian Putra, Revo Simamora, Idris David Fernando Siregar, Andi Saputra Soewignjo Agus Nugroho Solly Aryza Sondra Raharja Sri Agustin Sri Agustin Sri Agustin Sri Fatma Reza Sri Fatma Reza, Sri Fatma Sri Indarti Subagiono, Yon Syahnandito Syahyudi, Eki Syamsul Fikri Syauqi, Muhammad Tauladan, Muhammad Wafiq Tia Aurelia Tiara Monica Vindi Trisatria Vindy Salim Vomania, Vomania Wahyu Rahmadhan, Wahyu Wicaksono, Adhithiya Widianto, Devit Yenita Roza Yessi Olivia Yon Subagiono Yosi Alwinda Zulfikar Djauhari Zulfikar Djauhari Zulfikar Djauhari Zulfikar Djauhari Zulkarnain Zulkarnain Zunwanis Zunwanis