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All Journal JURNAL LITIGASI (e-Journal) Indonesian Journal on Computing (Indo-JC) Jurnal Pemberdayaan Masyarakat Madani (JPMM) JURNAL MANAJEMEN MOTIVASI Kinetik: Game Technology, Information System, Computer Network, Computing, Electronics, and Control Pendas : Jurnah Ilmiah Pendidikan Dasar SIKLUS: Jurnal Teknik Sipil IQRO: Journal of Islamic Education JMKSP (Jurnal Manajemen, Kepemimpinan, dan Supervisi Pendidikan) Fair Value: Jurnal Ilmiah Akuntansi dan Keuangan Education and Human Development Journal Buana Ilmu Attractive : Innovative Education Journal Al-Hikmah Media Dakwah, Komunikasi, Sosial dan Kebudayaan Jurnal Manajemen Pendidikan dan Ilmu Sosial (JMPIS) Jurnal Cahaya Mandalika These proceedings represent the work of researchers participating in The International Conference on Elementary Education (ICEE) which is being hosted by the Elementary Education Study Programme School of Postgraduate Studies, Universitas Pendidikan Jurnal Komunikasi Islam (J-KIs) JITU (Jurnal Ilmiah Teknik Unida) Jurnal Pengabdian Kepada Masyarakat Jurnal Bilqolam Pendidikan Islam Tameh : Journal of Civil Engineering KOMUNIDA: Media Komunikasi dan Dakwah Journal of Innovation and Research in Primary Education Jurnal Fokus Elektroda (Energi Listrik, Telekomunikasi, Komputer, Elektronika dan Kendali) JS (Jurnal Sekolah) ALWAQFU Jurnal Hukum Ekonomi dan Wakaf Journal of Planning and Research in Civil Engineering Teumulong: Journal of Community Service Moneta : Journal of Economics and Finance Inovasi Teknologi Masyarakat JMTSS RESISTOR: Jurnal Pendidikan Vokasional Teknik Journal of Mechanical Engineering Learning
Bunyamin
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Pengaruh Penggunaan Subtitusi Pozolan Dan Penambahan Serat Karet Ban Bekas Kendaraan Terhadap Kuat Tarik Belah Beton Normal Imransyah Idroes; Fikri Harli; Bunyamin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.320

Abstract

Used tires are one of the largest contributors to inorganic material wasted, as a result of the rapidly increasing growth of vehicles. The use of waste tires as a substitute material or as an enhancer in a concrete mixture reduces the level of environmental pollution. The quality of the plan on the concrete plan is f'c 17 MPa is the minimum requirement for structural concrete in SNI 2847-2019. This study was conducted on 20 test objects measuring 15 x 30 cm, 15 test objects using 5%, 10%, and15% used vehicle tire fiber and 10% pozzolana, while for comparison, 5 pieces of normal concrete test objects were used. The method used in this study was to use SNI 03-2491-2002, SNI 2460-2014, SNI 2847-2019, ACI 2.11.1-91, and ASTM C 618-03. The tensile strength of normal concrete is 2.44 MPa and its variations are 2.34 MPa, 2.27 MPa, and 2.23 MPa, respectively. The ratio of the tensile strength of compressive strength to the normal concrete specimens, materials, and designs and their corresponding variations is 13.34%, 19,14%, 19,19%, and 20,52%. As well as the ratio of tensile strength of split and normal concrete of 17 MPa in a row is 13.37%, 13.34%, and 13.09%.
Studi Kelayakan Paska Pembangunan Pasar Al-Mahirah Kota Banda Aceh Chairul Humam; Dedek Ariansyah; Bunyamin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.321

Abstract

Banda Aceh city is the capital of Aceh province, there are many developments such hotels, apartments, and malls. Whether the existing development in accordance with the feasibility analysis. The purpose of this thesis is to determine the financial feasibility of the Al-Mahirah Market Development Project. This research is about the feasibility or not of a project. sensitivity analysis if increased costs and increased benefits respectively 10%, 15%, 20%, 25%, and 30%. From the analysis of financial feasibility test with NPV, BCR, IRR, and PP method using 6.99% interest rate under normal conditions, the Market Development Project is feasible to operate. Obtained a positive value of NPV is 6.99% (MARR) which is equal to 5.8977%. Judging from the value of IRR 5.8977% < 6.99% (not feasible). From the 6.99% interest rate sensitivity test with NPV and BCR methods, the market development project is feasible to operate. NPV positive value is obtained, if there is an increase in costs and benefits by 30%, and the value of BCR > 1 of 1.0087, and the value of IRR < 6.99% interest rate (MARR) of 5.8977%. Of the IRR value (unfit). Feasible development projects are implemented using three methods namely, NPV, BCR, and PP.
Analisis Beban Gempa Pada Gedung A1 Pemondokan Upt. Asrama Haji Embarkasi Aceh Dengan Metode Statik Ekivalen (SNI 1726-2019) Ferry Farhany; Munirul Hady; Bunyamin; David Sarana
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 2 No 2 (2023): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v2i2.497

Abstract

Bangunan gedung dituntut mampu bertahan dalam menahan beban yang terjadi dan dapat memberikan kenyamanan kepada penghuninya sesuai dengan yang direncanakan. Objek penelitian ini adalah Bangunan Gedung A1 Pemondokan Asrama Haji Embarkasi Aceh yang terletak di Jalan Teuku Nyak Arif, Kecamatan Kuta Alam. Tujuan penelitian ini melihat kukuatan struktur gedung merespon gaya gempa, berdasarkan data gempa Simeulue I dengan magnitudo 8,3 SR. Tinjauan penelitian ini berupa deformasi, displacement dan simpangan antar tingkat. Permasalahan dalam penelitian ini bagaimana ketahanan struktur gedung. Penelitian ini menggunakan metode Statik Ekivalen dengan pengolahan datanya menggunakan software ETABS v20. Dari hasil analisis diperoleh bahwa kekuatan geser dasar akibat beban gempa sebesar 2,47x10-6 kN untuk arah x dan 2302,1099 kN untuk arah y. Perpindahan lateral maksimum terbesar yaitu 0.056 mm untuk arah x dan 4.302 mm untuk arah y, sehingga menyebabkan interstory drift dari setiap kombinasi pembebanan struktur bangunan ini masih dalam batas yang diizinkan oleh standar bangunan tahan gempa (SNI 1726:2019)
Analysis of the Influence of Psychological Bias on Crash-Prone Behaviour in the Cryptocurrency Market with Risk Perception as a Moderator Bunyamin; Mauludin, Hanif; Nanda Maryana, Vica Maizhatin
JURNAL MANAJEMEN MOTIVASI Vol 22 No 1 (2026): Jurnal Manajemen Motivasi
Publisher : Universitas Muhammadiyah Pontianak

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29406/jmm.v22i1.8529

Abstract

This study examines psychological determinants of crash-prone behaviour by integrating Prospect Theory and Cumulative Prospect Theory. Using PLS-SEM on survey data, it investigates the effects of herding, loss aversion, reflection effect, and risk perception, with risk perception as a moderator. Results show all factors significantly increase crash-prone behaviour, with risk perception as the strongest predictor. Risk perception amplifies loss aversion but does not moderate herding. Notably, it negatively moderates the reflection effect, challenging classical Prospect Theory. These findings offer theoretical advancement and practical implications for designing behavioural interventions and policies to enhance stability in financial markets.
Pengaruh Subtitusi Getah Damar Terhadap Aspal Pen 60/70 Sebagai Modifikasi Untuk Lapisan Aspal Beton Munawarah; Febrina Dian Kurniasari; Bunyamin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.317

Abstract

The construction of highways in Indonesia generally uses flexible pavement, modifying asphalt with resin resin which is used to substitute asphalt on concrete asphalt layers The aim of this research is to find out whether resin resin can be used as a mixture substitute (AC-WC). The scope of this study is the collection of resin resin from the village of Lhok Seumot Kec, Beutong, Nagan Raya Regency, the material used in this study was taken from PT. Dana Dinamika Persada which is located in Aceh Besar. The method used in this research is the wet method which refers to the 2010 revision 4 (2018) Highways specifications. marshall characteristic testing was carried out at 5 (five) asphalt content to determine the optimum asphalt content (KAO). 4.5%, and 5.5%. The research results obtained for the best substitution were 1.5% resin resin percentage with aspa content; 5.00% obtained a VIM value of 4.57% VMA 16.41% VFA 72.29% Stability 1006.87kg and Flow 2.467mm, all values ??meet the specifications specified by Bina Marga 2010 revision 4 (2018)
Pengaruh Penggunaan Subtitusi Pozolan Dan Penambahan Serat Karet Ban Bekas Kendaraan Terhadap Kuat Tarik Belah Beton Normal Imransyah Idroes; Fikri Harli; Bunyamin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.320

Abstract

Used tires are one of the largest contributors to inorganic material wasted, as a result of the rapidly increasing growth of vehicles. The use of waste tires as a substitute material or as an enhancer in a concrete mixture reduces the level of environmental pollution. The quality of the plan on the concrete plan is f'c 17 MPa is the minimum requirement for structural concrete in SNI 2847-2019. This study was conducted on 20 test objects measuring 15 x 30 cm, 15 test objects using 5%, 10%, and15% used vehicle tire fiber and 10% pozzolana, while for comparison, 5 pieces of normal concrete test objects were used. The method used in this study was to use SNI 03-2491-2002, SNI 2460-2014, SNI 2847-2019, ACI 2.11.1-91, and ASTM C 618-03. The tensile strength of normal concrete is 2.44 MPa and its variations are 2.34 MPa, 2.27 MPa, and 2.23 MPa, respectively. The ratio of the tensile strength of compressive strength to the normal concrete specimens, materials, and designs and their corresponding variations is 13.34%, 19,14%, 19,19%, and 20,52%. As well as the ratio of tensile strength of split and normal concrete of 17 MPa in a row is 13.37%, 13.34%, and 13.09%.
Studi Kelayakan Paska Pembangunan Pasar Al-Mahirah Kota Banda Aceh Chairul Humam; Dedek Ariansyah; Bunyamin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 1 No 2 (2022): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v1i2.321

Abstract

Banda Aceh city is the capital of Aceh province, there are many developments such hotels, apartments, and malls. Whether the existing development in accordance with the feasibility analysis. The purpose of this thesis is to determine the financial feasibility of the Al-Mahirah Market Development Project. This research is about the feasibility or not of a project. sensitivity analysis if increased costs and increased benefits respectively 10%, 15%, 20%, 25%, and 30%. From the analysis of financial feasibility test with NPV, BCR, IRR, and PP method using 6.99% interest rate under normal conditions, the Market Development Project is feasible to operate. Obtained a positive value of NPV is 6.99% (MARR) which is equal to 5.8977%. Judging from the value of IRR 5.8977% < 6.99% (not feasible). From the 6.99% interest rate sensitivity test with NPV and BCR methods, the market development project is feasible to operate. NPV positive value is obtained, if there is an increase in costs and benefits by 30%, and the value of BCR > 1 of 1.0087, and the value of IRR < 6.99% interest rate (MARR) of 5.8977%. Of the IRR value (unfit). Feasible development projects are implemented using three methods namely, NPV, BCR, and PP.
Analisis Beban Gempa Pada Gedung A1 Pemondokan Upt. Asrama Haji Embarkasi Aceh Dengan Metode Statik Ekivalen (SNI 1726-2019) Ferry Farhany; Munirul Hady; Bunyamin; David Sarana
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 2 No 2 (2023): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v2i2.497

Abstract

Bangunan gedung dituntut mampu bertahan dalam menahan beban yang terjadi dan dapat memberikan kenyamanan kepada penghuninya sesuai dengan yang direncanakan. Objek penelitian ini adalah Bangunan Gedung A1 Pemondokan Asrama Haji Embarkasi Aceh yang terletak di Jalan Teuku Nyak Arif, Kecamatan Kuta Alam. Tujuan penelitian ini melihat kukuatan struktur gedung merespon gaya gempa, berdasarkan data gempa Simeulue I dengan magnitudo 8,3 SR. Tinjauan penelitian ini berupa deformasi, displacement dan simpangan antar tingkat. Permasalahan dalam penelitian ini bagaimana ketahanan struktur gedung. Penelitian ini menggunakan metode Statik Ekivalen dengan pengolahan datanya menggunakan software ETABS v20. Dari hasil analisis diperoleh bahwa kekuatan geser dasar akibat beban gempa sebesar 2,47x10-6 kN untuk arah x dan 2302,1099 kN untuk arah y. Perpindahan lateral maksimum terbesar yaitu 0.056 mm untuk arah x dan 4.302 mm untuk arah y, sehingga menyebabkan interstory drift dari setiap kombinasi pembebanan struktur bangunan ini masih dalam batas yang diizinkan oleh standar bangunan tahan gempa (SNI 1726:2019)
Development of a Website-Based E-Module to Improve Student Learning Outcomes on Starter System Material at SMK Teuku Umar Ridha Al Rizqi; Bunyamin; Wahyudi; Dwi Widjanarko
JMEL : Journal of Mechanical Engineering Learning Vol. 15 No. 1 (2026): June
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jmel.v15.i1.30822

Abstract

This study aimed to develop and examine the feasibility and effectiveness of a website-based starter system e-module for Grade XI students in the Light Vehicle Engineering Department at SMK Teuku Umar. This study employed a research and development approach using the ADDIE model, which consists of Analyze, Design, Development, Implementation, and Evaluation stages. The effectiveness of the product was tested using a one-group pretest–posttest design involving 29 Grade XI TKR 1 students. The instruments used in this study included expert validation sheets, learning outcome tests, and a student response questionnaire. The feasibility test involved two media experts and two subject matter experts. The results showed that the developed e-module was categorized as very feasible, with validation scores of 92.36% from media experts and 91.66% from subject matter experts. The learning outcome test showed that students’ mean score increased from 47 in the pretest to 76 in the posttest. The paired-sample t-test indicated a significant improvement in students’ learning outcomes, with tcount = 18.36, which was higher than ttable = 2.048. The N-Gain score was 0.5582, or 55.82%, indicating a moderate level of effectiveness. Student responses reached 85%, categorized as very positive. Therefore, the website-based starter system e-module is feasible and moderately effective for supporting starter system learning. However, this study was limited to one class and did not involve a control group; therefore, broader trials with comparison groups are recommended.
Pengaruh Nilai FAS Terhadap Mutu Beton Hollow Block Dan Beton Normal Bunyamin
Jurnal Ilmiah Teknik Unida Vol. 1 No. 2 (2020): Des
Publisher : Mitra Teknik

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/jitu.v1i2.395

Abstract

Beton hollow block dijadikan alternatif untuk pembangunan rumah sederhana pada keadaan darurat seperti bencana gempa dan tsunami yang telah menghancurkan ribuan rumah, sehingga memerlukan suatu metode untuk pembangunan rumah dalam waktu yang singkat. Secara umum, mutu beton untuk rumah sederhana adalah K175. Penelitian ini bertujuan untuk mengetahui mutu beton hollow block dan dibandingkan dengan beton normal. Penelitian dilakukan berdasarkan pada metode ACI 211.1-91 dan ACI 211.3R-02. Objek yang digunakan adalah kubus beton sebanyak 15 buah, yaitu 10 buah untuk beton hollow block (FAS 0,50 dan FAS 0,60) dan 5 buah untuk beton normal (FAS 0,50). Berdasarkan hasil penelitian, didapatkan mutu beton hollow block sebesar K-192 (FAS 0,50) dan K-169 (FAS 0,60) serta beton normal sebesar K-179 (FAS 0,5). Mutu beton hollow block yang digunakan adalah K-192 (FAS 0,5). Dengan FAS yang sama yaitu 0,5, beton hollow block lebih tinggi mutunya jika dibandingkan dengan beton normal
Co-Authors A.A. Ketut Agung Cahyawan W Abdul Djohar Adelia Putri Adi Amanatulloh, Sahrul Agus Muharam Agustinus Lolok Aldri Frinaldi Aminul amin Andi Hadidu Andi Muhammad Abdi Anshari Nur, Muh. Nadzirin Apriliyanti, Tanti Arie Ardiyanti Suryani Barcelius Londong Chairul Humam David Sarana Dedek Ariansyah Dwi Widjanarko Dyah Aruning Puspita Elly Malihah Eni Alfiah Evi Maria Faidah, Nurfaidah Fauzi, Noor Ali Febrina Dian Kurniasari Ferry Farhany Fikri Harli Gamal Abdel Nasser Masikki Gamal Abdel Nasser Maskki Gazali, Agus Umar Ghufron Abdullah Gufron Abdullah Hanif Mauludin Hasmawati Hasriani Hasriani, Hasriani I Made Sudana Ida Hanifah Imransyah Idroes Indrayati Galugu Juandri, Henzi Kalimin Khalif Oktifan Yani Khoiron, Ahmad Mustamil KHOLIFAH Kholisatun Nafiah Koto, Ismail kurniawan, Adhetya Lindawati Mekarsari, M Maya Mery Silviana Munawarah Munirul Hady Mustarum Musaruddin Nanda Maryana, Vica Maizhatin Nantiyem Ngurah Ayu Nyoman Murniati Ngurah Ayu Nyoman Murniati Nita Zelfia Dinianti Luzi Mulyawati Nuhin Nurfaedah Nurfaedah, Nurfaedah Nurfaidah NURHASAN Pagiling, luther Pradana, Akbar Surya Pramanda, Heru Rahma Sandhi Prahara Ridha Al Rizqi Rita Rahmawati Rusdiah Shofiana, Nora Sintha Wahjusaputri, Sintha Siti Munfaqiroh Sri Ayu Rayhaniah St. Nawal Jaya St.Nawal Jaya Sudirman Sultan Iskandar Tachrir Umi Baroroh, Umi Wa Ode Siti Nur Alam Wahono Endro Purnawanto Wahyu Diara Wahyudi Wildan, Gusti Sab'an Ysh, A.Y Soegeng Yuliejantiningsih , Yovitha Yuyuk Liana Zulfikar Zulkaida, Wa Ode