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All Journal CIVED (Journal of Civil Engineering and Vocational Education) Publikasi Pendidikan JINOP (Jurnal Inovasi Pembelajaran) Wikrama Parahita : Jurnal Pengabdian Masyarakat Indonesian Journal Of Civil Engineering Education JURNAL PENDIDIKAN TAMBUSAI Kwangsan: Jurnal Teknologi Pendidikan Jurnal Pensil : Pendidikan Teknik Sipil Sarwahita : Jurnal Pengabdian Kepada Masyarakat Jurnal Eduscience (JES) Menara: Jurnal Teknik Sipil Abdi Masyarakat Jurnal Pengabdian Masyarakat Teknik Jurnal Pendidikan Teknik Sipil (JPTS) JURNAL ILMIAH GLOBAL EDUCATION Jurnal Pendidikan Teknik Bangunan Formosa Journal of Applied Sciences (FJAS) Jurnal Pengabdian Masyarakat Fakultas Teknik: Jurnal Abditek Blend Sains Jurnal Teknik Jurnal Pendidikan West Science Journal of Engineering Education and Pedagogy (JEEP) Jejak digital: Jurnal Ilmiah Multidisiplin
Maulana, Arris
Pendidikan Teknik Bangunan, Fakultas Teknik, Universitas Negeri Jakarta
Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Mathematics Mechanical Engineering Social Sciences Transportation Other

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TINJAUAN SUNGAI ITEM SUNTER SETELAH DINORMALISASIKAN SEBAGAI PENGENDALIAN BANJIR DI JAKARTA PUSAT Fadhel Amri Aji; Arris Maulana; Rosmawita Saleh
Menara: Jurnal Teknik Sipil Vol 16 No 2 (2021): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v16i2.20304

Abstract

The purpose of this research to review the Item Sunter River which has been normalized as flood control in Central Jakarta. This research was conducted to determine the causes of flooding due to the overflow of the river that occurred in 2020. The review was carried out by analyzing the flood discharge of the river by calculation of the planned flood discharge using the Nakayasu Synthesis Unit Hydrograph method in return periods of 2, 5, 10, 25, and 50 years respectively of 88.44 m3/s, 116.52 m3/s, 137.85 m3/s, 168.39 m3/s, and 193.22 m3/s compared to the calculation river flow rate using the Manning equation of 205.94 m3/s. The calculation result shows that river flow is still sufficient for the planned flood discharge. Then a further analysis is carried out on the factors of waste management, sedimentation, and pump house. The results of the analysis show that the accumulation of garbage occurs in the river basin area, sedimentation is 20% of the flow capacity, and the pump house is inadequate due to flooding. Therefore, it is necessary to prevent and clean up rubbish in river area, routine dredging sedimentation, and maintenance of water pumps must be on standby at all times.
Pengenalan Konsep BIM Melalui AutoCAD dan Allplan pada Siswa Kompetensi Keahlian DPIB SMKN 1 Cikarang Barat M. Agphin Ramadhan; Arris Maulana; Arini Anindya; Bayu Eka Sanktiaji; Winda Cahyati; Oki Dwi Darmawan; Andreas Dwi Jati Prasetyo
Jurnal Pengabdian Masyarakat Teknik Vol 4, No 2 (2022): Jurnal Pengabdian Masyarakat Teknik (JPMT)
Publisher : Fakultas Teknik Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/jpmt.4.2.75-81

Abstract

Revitalisasi pembelajaran di SMKN 1 Cikarang Barat, khususnya di kompetensi keahlian Desain Pemodelan dan Informasi Bangunan (DPIB) belum sepenuhnya dilakukan. Pada keterampilan mendesain gambar bangunan, perangkat lunak yang digunakan terbatas pada AutoCAD. Siswa perlu diberikan pemahaman konsep BIM agar ketika lulus siap menjadi drafter yang mampu mengoerasikan perangkat lunak berbasis BIM. Kegiatan pengabdian masyarakat ini bertujuan untuk mengenalkan konsep BIM melalui perangkat lunak tradisional AutoCAD dan perangkat lunak berbasis BIM, Allplan. Kegiatan dilaksanakan secara daring selama 8 hari. Pada keterampilan menggunakan AutoCAD selurug komponen memperoleh nilai ≥ 80 dengan nilai tertinggi didapat pada komponen membuat kop gambar sedangkan terendah pada komponen menggambar rumah 3D. Sedangkan keterampilan menggunakan Allplan, rata-rata siswa mendapatkan nilai 79.28. Para peserta telah memahami konsep BIM. Hal ini ditunjukkan dari peningkatan nilai pre-test dan post-tes, yaitu 39,31 menjadi 40,56. Peningkatan yang tidak signifikan ini membuktikan perlunya pelatihan lebih lanjut agar para peserta semakin memahami konsep BIM.
PERBANDINGAN PASANGAN DINDING BATU BATA ¼ BATU (BATA JUMBO) DAN ½ BATU (BATA BIASA) PADA BANGUNAN RUMAH SEDERHANA DITINJAU DARI SEGI BIAYA DAN WAKTU Siti Yuliarsih; Lenggogeni MT; Arris Maulana
Menara: Jurnal Teknik Sipil Vol 5 No 2 (2010): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (194.962 KB) | DOI: 10.21009/jmenara.v5i2.7925

Abstract

Penelitian ini bertujuan untuk membandingkan jumlah biaya (RAB) dan durasi waktu dari dinding bata yang menggunakan dinding bata perempatmetode (Jumbo Brick) dan dinding bata setengah (Biasa Brick) di sederhana rumah (Tipe 38). Metode penelitian adalah metode survei dengan pemantauandari Februari 2007 hingga April 2007.Mengumpulkan file dengan populasi seperempat dinding bata dan setengah bata di Tamansari Puri Bali Housing, Jl. Raya Sawangan Ciputat km. 1Depok. 20 sampel untuk dinding bata perempat (Grup A) dan 10 sampel untuk dinding bata setengah (Grup B).Perbandingan satu meter persegi (1m2) biaya dinding bata perempat adalah Rp. 24.150,00 dan Rp. 35.300,00 untuk dinding setengah batako denganperbandingan 1: 4,6. Rata-rata waktu untuk Grup A (seperempat bata) adalah 210,36 menit dan169,52 menit untuk grup B (setengah batu bata) di setiap karya volume 19,7 m2. Perbedaan waktu rata-rata adalah 40,84 menit. Selagiperbedaan untuk 1 m2 dinding bata adalah 10.678: 8.605 menit atau 1,24: 1, itu berarti bahwa metode dinding bata perempat lebih lambat dari setengah batu bata metode.Untuk analisis regresi menggunakan 99 persen benar signifikan (α = 0,01). Uji normalitas dengan uji Liliefors, uji Homogenitas dan Uji t. ItuResuls t-Test adalah 0,77 dengan kriteria tes - t 1 - α / 2 <t <t 1 - α / 2, jadi -1,70 <0,77 <1,70, Ho hipotesis tersedia karena t perhitungandi area penerimaan. Artinya, ada perbedaan waktu di keduanya kelompok.
ALTERNATIF PENANGANAN MASALAH GENANGAN AIR HUJAN PADA DRAINASE JALAN MENGGUNAKAN BAK PENAMPUNG DAN POMPA (Studi Kasus Jalan Nusa Indah Raya Kelurahan Malaka Jaya Jakarta Timur) Annisa P Dewanti; Arris Maulana; Daryati Sr
Menara: Jurnal Teknik Sipil Vol 11 No 1 (2016): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (653.263 KB)

Abstract

Penelitian ini bertujuan untuk melakukan desain tangki penyimpanan berikut dan memompa untuk drainase. Perencanaan diupayakan sebagai alternatif untuk masalah perkiraan genangan setinggi 60 cm karena hujan yang sering terjadi di Jalan Nusa Indah Raya, sehingga tidak menghambat arus lalu lintas dan aktivitas di sekitar wilayah ini.Desain didasarkan pada observasi, studi pustaka, dan dengan mengikuti pedoman desain drainase yang relevan dari Departemen Pekerjaan Umum dan Standar Nasional Indonesia (SNI). Analisis distribusi curah hujan dilakukan dengan metode Normal, Normal Log, Gumbel, dan Log Pearson III. Sedangkan, berdasarkan uji dispersi dan uji chi kuadrat dengan tingkat signifikansi (α) 0,05 kemudian, hasil pengendapan yang memenuhi syarat cames dari Log Pearson III dengan jumlah curah hujan (Xtr) sebesar 685,09 mm. Menggunakan metode Van Breen, nilai intensitas hujan diperoleh sebesar 154,15 mm / jam. Menurut daerah tangkapan drainase jalan ini, perhitungan debit banjir (Qr) menggunakan metode rasional dengan periode pengembalian 5 tahun diperoleh sebesar 0,1856 m³ / dt. Sementara itu, Kapasitas (Qs) saluran dihitung sebagai 0,2748 m³ / dtk. Ini berarti Qr> Qs, sehingga dimensi saluran tidak perlu diubah. Sementara itu, masalah genangan hujan masih terjadi karena rendahnya permukaan lokasi.Sementara untuk cara alternatif untuk mengatasi masalah genangan atau banjir yang disebabkan oleh permukaan tanah yang lebih rendah dari jalan ini, desain menggunakan pompa dan tangki penyimpanan dapat dilakukan. Tangki penyimpanan dengan volume sebagai penampung sementara sebelum dialirkan ke sungai Nusa Indah. Hasil dimensi untuk tangki penyimpanan adalah 26 x 5 x 4 meter. Bahan yang digunakan adalah tukang batu. Untuk desain pompa, dipilih dengan satu unit pompa sentrifugal dengan kapasitas 150 liter / detik
PERENCANAAN ULANG SISTEM DRAINASE UNTUK MENGATASI BANJIR PADA PEMUKIMAN PADAT PENDUDUK Junelfan Daud; Arris Maulana; Anisah Anisah
Menara: Jurnal Teknik Sipil Vol 14 No 1 (2019): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v14i1.14219

Abstract

This study aims to overcome the floods that occur in densely populated areas by re-planning existingchannel dimensions. This research was conducted in the RW04 area, Cakung Barat Village, Cakung District,East Jakarta. This region has an area of 25.4ha with flat topography (5-6masl) and densely demographicconditions.The research method uses Quantitative Descriptive Methods. Data collection techniques used are byfield observation and analysis of rainfall data.The results obtained in the form of flood discharge, channel capacity, and plan channel dimensions.Re-planning is carried out on 7 channels that cannot withstand flood discharge by widening the cross section ofthe channel.
PERENCANAAN PEMANFAATAN SISTEM PEMANENAN AIR HUJAN (PAH) DALAM MENDUKUNG PENERAPAN ECODRAIN DI KAMPUS B UNIVERSITAS NEGERI JAKARTA Fauziah Ismahyanti; Rosmawita Saleh; Arris Maulana
Menara: Jurnal Teknik Sipil Vol 16 No 1 (2021): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v16i1.19328

Abstract

This research is done to plan rainwater harvesting so that it can be used as an alternative water source on the campus B UNJ so it is expected to reduce groundwater use that can cause a puddle. The method used in the PAH development plan is a water balance method. This method compares the level of demand with water volume that can be accommodated or the availability of water (supply). Based on the results of the analysis, it was found that the potential for rainwater in the FIO office building A was 1773.95 m3 , FMIPA building B was 1904.62 m3 , the FIO lecture building C was 1613.21 m3 and the Ulul Albab mosque was 512.16 m3 . Potential rainwater obtained cistern PAH capacity of 200 m3 by saving water needs by 30% in building A FIO, building B FMIPA, and building C FIO. The capacity of the PAH cistern is 80 m3 by saving the water needs of the Ulul Albab mosque by 13.3%. Placement of the PAH cistern under the ground with a ground water system. Ecodrainage application by utilizing the PAH system can reduce drainage load by 0.158 m3 /second or 13.9% from rainwater runoff.
ANALISIS KAPASITAS PENGALIRAN DENGAN SIMULASI BANJIR KALI SUNTER CIPINANG MELAYU, JAKARTA TIMUR Lisda Lismaya; Arris Maulana; Muhammad Amron
Menara: Jurnal Teknik Sipil Vol 13 No 2 (2018): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v13i2.19515

Abstract

This study intended to analyze the drainage capacity of Sunter with the help of HEC-RAS program software for the flood simulation. The flood discharge plan using the Nakayasu Synthesized Hydrograph (HSS Nakayasu) method with a 5-year repeat period shows the value of 144.49 m3/s, 10-year period of 169.20 m3/s, 20-year period of 191.48 m3/s, while the 25 year period result is 203.69 m3 /s, and a 50 year period result is 231.40 m3 /s. After knowing the flood discharge plan, the simulation next was done using HEC-RAS simulation with 28 section of STR 82-109 and the result of runoff with five years return period will be achieved. The result of the analysis is done using 28 parts of the river cross section using existing data, meanwhile the whole section can not accommodate the flood discharge plan with a runoff height of 0,74-3.19 m based on the period of 5 years. The difference is 1.23-2.55 m by using the cut and fill method, so that the cross-sectional capacity can resist the waterflow until the 50 years of continuous period.
Metode demonstrasi pada pembelajaran jarak jauh mata pelajaran gambar teknik di Sekolah Menengah Kejuruan M. Agphin Ramadhan; Arris Maulana; Ana Amalia Islami; Muhammad Rijal Basyir; Valiant Lukad Perdana Sutrisno
JINoP (Jurnal Inovasi Pembelajaran) Vol. 8 No. 2 (2022): November 2022
Publisher : University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jinop.v8i2.17624

Abstract

The existence of the Covid-19 pandemic is a challenge for learning in vocational schools, especially in practical learning. In the Vocational School of Design, Modeling, and Building Information (DPIB), a Technical Drawing subject aims to prepare students to be skilled at drawing building construction. This research is a Classroom Action Research that aims to determine changes in the learning outcomes of class X students of DPIB skill competence using the demonstration method. This research was conducted in 3 stages: pre-cycle, Cycle I, and Cycle 2. The data analysis showed that at the pre-cycle stage, student learning outcomes only had an average score of 68.653, and 26 of 32 students completed learning. Next, student learning outcomes in the first cycle experienced a relatively high increase of 11%, with an average score of 80.4, with 28 students completed carrying out learning. Then, the test was continued in cycle II with several improvements. At this stage, student learning outcomes increased by 4% from cycle I, with an average score of 84, and 28 students completed learning. The demonstration method is proven effective in applying to Engineering Drawing subjects that are carried out remotely because it can improve student learning outcomes.
IMPLEMENTASI PROGRAM SMK PUSAT KEUNGGULAN DILIHAT DARI KONSEP 8+i LINK AND MATCH Wina Ahmanda; Arris Maulana; R Eka Murtinugraha; Shilmi Arifah
Jurnal Pendidikan Teknik Bangunan Vol 2, No 2 (2022): Jurnal Pendidikan Teknik Bangunan
Publisher : Universitas Pendidikan Indonesia (UPI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17509/jptb.v2i2.51290

Abstract

This research is based of the problem or mismatch between vocational education and work, this is also possible to increase unemployment. Therefore, the Directorate of Vocational Education of the Ministry of Education and Culture of the Program of a Vocational School of Vocational High School Excellence which is a qualified for the absorption of Vocational High School graduates. The method used in this study is the descriptive qualitative research method using the case study approach to the case of the implementation program of the Vocational School Excellence in Vocational High School Number 1 in Kemang of modeling design and building information through the concept of 8+i link and match. The results of this study will provide a comprehensive related to the process of implementing the SMK Center of Excellence program through 8+i link and match, so that the application of this program is expected to be able to improve the quality of education so that it is in accordance with the needs of work.
PEMETAAN GAMIFIKASI PADA MATA KULIAH HIDROLOGI BERDASARKAN MOTIVASI BELAJAR MAHASISWA PENDIDIKAN TEKNIK BANGUNAN Siti Nurliati Aldina; Arris Maulana
Jurnal Pendidikan Teknik Bangunan Vol 3, No 1 (2023): Jurnal Pendidikan Teknik Bangunan
Publisher : Universitas Pendidikan Indonesia (UPI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17509/jptb.v3i1.56365

Abstract

This study aims to determine what gamification is suitable for use in hydrology courses based on the learning motivation of students of Building Engineering Education, Jakarta State University, which can be used as a reference in developing hydrology learning applications / LMS.This study uses the Octalysis Gamification Framework method as a reference for determining gamification elements and quantitative methods to collect student motivation data. The population in this study were students of the Jakarta State University Building Engineering Study Program for 2020 2021 who had attended a hydrological course, the samples used in this study amounted to 42 students.The results of this study indicate that students' motivation towards hydrology courses is dominant on the core drive CD-1 Epic Meaning and Calling which is related to motivation to succeed in group study missions, CD-2 Development and Accomplishment which is related to motivation for learning achievement, CD-3 Empowering Of Creativity and Feedback related to motivation for creativity empowerment and instant feedback from lecturers, and CD-8 Loss and Avoidance References related to motivation due to fear of missing opportunities. Thus, the appropriate gamification used in hydrology courses based on student learning motivation is Narrative, Elitism, Cap Switcher, Status Point, Fixed Action Reward, Leaderboard, Quest List, Real-Time Control, Dynamic Feedback, Blank Fills, Booster, Progress Loss, Evanescence Opportunity, Status Quo Sloth.
Co-Authors Abu Bakar Rianto Adelia, Lusieta Adhi Purnomo Adila Joya Puspita Afifah, Jihan Aisyah Kusumarini Aji, Difangga Prasetyo Amanda Shaffa Febrina Ana Amalia Islami Andreas Dwi Jati Prasetyo Andrey Andrey Andri Aprianto Anggi Apriliany Anisah ANISAH Anisah Anisah Anisah Anisah Anita Komala Dewi Annisa P Dewanti Arief Saefudin Arini Anindya Ashari, Aziz Chairudin Athiyyah Maharani Zahra Aziz Santoso Bayu Eka Sanktiaji Chofzah, Afifah Umi Darmaji, Agung Daryati Daryati Sr Daryati, Daryati Dede Setyono Dewi, Laurika Kusuma Dhio Muhammad Rizky Dila Lestari Doddy Rochadi Dwi Rizki Rahmawati Ega Rismana Eko Atmaja Erna Septiandini Fadhel Amri Aji Fadhil Oktariansyah Fajri Hatta Farhan, Aqshanul Fauziah Ismahyanti Fergiawan, Feri Fikri Tri Handoko Megbel Firros Hirzy Galeh Nur Indriatno Putra Pratama Hammad, Abdul Aziz Handoyo, Santoso Sri Henita Rahmayanti HN, Jeffrey Immanuel Ibrahim, Danang Idham Rafi Lazuardi Iip Apipah Indriani, Puput Delia Iriani, Tuti Irika Widiasanti Isnaini Salasatun Agustin Jasmine Riani Johan Junelfan Daud Kumala, Talita Lenggogeni MT Lenggogeni, Lenggogeni Lisda Lismaya M. Agphin Ramadhan M. Agphin Ramadhan Maharani, Salma Melinda Putri Haryani Muhadzib, Muhammad Raihansyah Muhamad Arin Fatkhul Huda Muhammad Amron Muhammad Rijal Basyir Murtinughara, Eka Murtinugraha, Eka Naufal Maulana Nira Nasution Oki Dwi Darmawan Prayitno, Maria Noorverani Prisma Ceila Perdana Putri Novia Rahmadani Putri, Annisa Handini R Eka Murtinugraha R Eka Murtinugraha R. Eka Murtinugraha Rian Laksana Putra Risdian M Noor Rista Setiami Riyan Arthur Rizky Ramadhan Rizky, Dhio Muhammad Rosmawita Saleh Saleh, Rosmawita Salma Maharani Santoso Sri Handoyo Sekartaji, Galih Tiara Selvy Windy Lestari Shilmi Arifah Siti Nurliati Aldina Siti Yuliarsih Sri Handoyo, Santoso Sunita, Sunita Syahputra, Kevin Kamal Thia haerunnisa Tuti Iriani Valiant Lukad Perdana Sutrisno Wina Ahmanda Winda Cahyati Zidane, Rizaldi ², Henita Rahmayanti