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Peningkatan Kualitas Rumah Masyarakat Miskin Ekstrim oleh Peserta MSIB Kampus Merdeka Melalui Program Bantuan Stimulan Perumahan Swadaya (BSPS) di Kota Kupang, Nusa Tenggara Timur Suhendar, Prabu Mandvi Hafiz Anjar; Pranata, Yosafat Aji
E-Dimas: Jurnal Pengabdian kepada Masyarakat Vol 14, No 3 (2023): E-DIMAS
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/e-dimas.v14i3.14569

Abstract

Kebutuhan primer manusia salah satunya adalah membangun dan memiliki tempat tinggal. Rumah memiliki peran penting dalam kehidupan. Rumah juga menjadi sebuah awal peradaban dimana dari rumah kita dapat belajar banyak hal. Sehingga, tanpa adanya tempat tinggal manusia akan mengalami kesulitan melakukan kegiatan dan bertahan hidup. Sebuah tempat tinggal juga harus memenuhi kriteria layak huni agar penghuni dapat merasa aman dan nyaman saat didalam rumah tersebut. Namun faktanya tidak semua rumah masuk kedalam kategori layak huni, salah satu faktor utamanya diakibatkan oleh kemiskinan ekstrim. Di Indonesia, kemiskinan ekstrim mampu diakibatkan oleh banyak faktor, salah satunya adalah masyarakat yang memiliki penghasilan yang rendah. Kemiskinan ekstrim ini juga dapat berpengaruh besar terhadap kondisi tempat tinggal. Salah satu provinsi termiskin di Indonesia adalah Provinsi Nusa Tenggara Timur dengan persentase kemiskinan perkotaan dan perdesaan dengan jumlah sebesar 20.50%. hasil ini diperoleh oleh Badan Pusat Statistik (BPS) pada bulan Maret 2022. Jurnal ini memiliki tujuan untuk menyampaikan hasil kontribusi dari mahasiswa Universitas Kristen Maranatha yang menjadi seorang peserta magang di MSIB Kampus Merdeka Angkatan 3 pada Direktorat Jenderal Perumahan Kementerian PUPR dalam mengatasi kemiskinan ekstrim bidang perumahan masyarakat dengan Program Bantuan Stimulan Perumahan Swadaya (BSPS) di Kota Kupang, Nusa Tenggara Timur.
Pelatihan Pembuatan Materi Pengajaran dan Penggunaan Aplikasi Perpustakaan bagi Guru SMP Swadaya Karya Cibuni Desa Indragiri Bandung Loekito, Jimmy Agustian; Wijaya, Marvin Chandra; Tjiharjadi, Semuil; Lehman, Andrew Sebastian; Tanubrata, Markus; Wong, Hendry; Yapinus, Pin Panji; Chandra, Jonathan; Pranata, Yosafat Aji; Setiawan, Deni; Hutasoit, Aldi Febri
Jurnal ABDINUS : Jurnal Pengabdian Nusantara Vol 7 No 3 (2023): Volume 7 Nomor 3 Tahun 2023
Publisher : Universitas Nusantara PGRI Kediri

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29407/ja.v7i3.19613

Abstract

Swadaya Karya Cibuni Junior High School, Indragiri Village, Bandung Regency, feels the need for a better learning system. One of them is the creation of learning materials that can be used online and offline. Therefore, it will be taught how to make teaching materials using PowerPoint accompanied by videos. Apart from that, it is necessary to use computer applications to make the process of borrowing books in the SMP Swadaya Karya Cibuni library more well-organized. The method used in this training is a direct training system in schools. Maranatha Christian University prepared the training materials and also created a library application that Swadaya Karya Middle School can use. Training is given to teachers at Swadaya Karya Junior High School directly at school. The results of this training were considered suitable by the training participants based on the survey results. The training participants felt that the materials for making these teaching materials were beneficial. In addition, the participants also thought that the library application was easy to use and very useful.
STUDI PERBANDINGAN ANALISIS STATIK EKUIVALEN DAN ANALISIS SPEKTRUM RESPONS DINAMIK PADA GEDUNG HOTEL DAN MALL 15 LANTAI DI MAGELANG: - Pranata, Yosafat Aji; Prasodjo, Kaira Jesusa; Hartono, Sutantra; Boys, Salal Hesy Bas; Gaol, Ricky Fransiskus Lumban; Maknun1, Faraz Haiatul
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 2 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i2.6850

Abstract

The Aloon-Aloon Mall and Hotel Magelang is a fifteen-story building located in a seismically active zone due to the  onvergence of the Eurasian and Indo-Australian Plates. This condition necessitates a structural design that complies with seismic  resistance standards. However, no specific study has been conducted to evaluate the seismic response of this building based on local site conditions. Therefore, this research is essential to assess the structural performance under earthquake loads in order to enhance safety and reduce potential losses. Earthquake-resistant buildings are structures designed and constructed to minimize damage caused by seismic events. This study aims to evaluate the structural performance under seismic loading in accordance with SNI 1726:2019. The evaluation process was carried out through three-dimensional structural modeling using ETABS software. The seismic response of the 15-story mall and hotel building in Magelang City was analyzed using the equivalent static method and the response spectrum method. Structural modeling was performed using ETABS and SAP2000, with a focus on deformation and internal forces in beams and columns due to seismic loads. The analysis results obtained from both the equivalent static and response spectrum methods were compared. Based on the analysis results, the response spectrum analysis produced a larger deformation in the x-direction, amounting to 111.09 mm, compared to 105.10 mm obtained from the equivalent static analysis. Overall, the building is stable under the applied seismic loads, and no structural strengthening is required.
Studi Parametrik Pengaruh Konfigurasi Tulangan Longitudinal dan Transversal pada Efektifitas Pengekangan Kolom Persegi Beton Bertulang Menggunakan XTRACT Kristianto, Anang; Pranata, Yosafat Aji; Sulandari, Noek
Jurnal Permukiman Vol 15 No 2 (2020)
Publisher : Direktorat Bina Teknik Bangunan Gedung dan Penyehatan Lingkungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31815/jp.2020.15.73-83

Abstract

Detailing tulangan pengekang kolom balok persegi pada struktur kolom beton bertulang yang dibangun di daerah rawan gempa memerlukan perhatian khusus mengingat banyaknya kegagalan struktur yang terjadi di lapangan akibat kurangnya pemahaman yang benar mengenai konsep desainnya maupun kesalahan implementasinya di lapangan. Building Code Requirements for Reinforced Concrete and Comentary (ACI 318-14) yang diikuti oleh SNI 2847-2019 melakukan perubahan signifikan pada perhitungan luas tulangan pengekang yang memasukkan unsur tulangan longitudinal khususnya pada kolom dengan beban aksial yang tinggi atau mutu beton diatas 70 MPa untuk sistem rangka pemikul momen khusus dalam rangka meningkatkan kemampuan daktilitasnya. Penelitian ini merupakan studi parametrik menggunakan data eksperimental yang tersedia. 22 kolom persegi beton bertulang dari mutu beton 29-88 MPa serta konfigurasi tulangan mulai dari konfigurasi tanpa pengikat silang (cross ties) hingga kolom dengan 3 kaki pengikat silang pada tiap sisinya. Data penelitian yang ada dievaluasi dan analisis untuk mendapatkan daktilitas lateral maupun kurvaturnya. Hasil dari studi ini menekankan perlunya penggunaan pengikat silang yang mengekang secara lateral tulangan longitudinal, penggunaan pengikat silang memberikan peningkatan daktilitas yang signifikan, standar luas tulangan pengekang terbaru memberikan tingkat daktilitas yang lebih baik dari sebelumnya.
Seismic Performance Evaluation using Pushover Analysis of Four Two-Storey Residential Building Types in West Bandung Regency Sugianto, Joesack Renaldi; Pranata, Yosafat Aji
Journal of Green Science and Technology Vol 10 No 1 (2026): Journal of Green Science and Technology Vol. 10 No.1 March 2026
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v10i1.11748

Abstract

In seismic-actively located West Bandung Regency it is crucial for evaluation of existing residential buildings seismic performance to mitigate potential earthquake losses. The purpose of this study was to study four standard two-storey reinforced concrete residential houses type A–D in West Bandung Regency using nonlinear static pushover analysis in SAP2000 and two main directions (X and Y). Performance points were established using the FEMA 440 equivalent linearization approach by crossing the capacity spectrum with the seismic demand spectrum, including stiffness degradation and effective damping due to nonlinear response. The seismic performance was analyzed in terms of some of the most common response indicators (spectral acceleration, spectral displacement, effective period or ductility, effective damping) and an empirical FEMA 356 plastic hinge assessment to establish the dominant mechanism of the damage. This shows a high directional dependency between spectral demand and displacement capacity among building types. The distribution of hinge states at the performance point is characterized by early–to-moderate damage types (A–B, B–IO, and IO–LS), with more severe states (LS–CP, CP–C, and isolated C–D) present in certain situations and localized. In conclusion the nonlinearity of the response is best characterized by a beam dominant mechanism indicating ductile behavior, however localized advanced hinge states indicate the requirement for targeted strengthening at critical members and directions.