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All Journal Dedikasi: Jurnal Pengabdian Kepada Masyarakat Jurnal Rekayasa Teknologi Nusa Putra
Pramesta Praba Sumedi
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Religion Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Electrical & Electronics Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Library & Information Science Social Sciences Other

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Mitigasi Bencana Inklusif: Sosialisasi dan Simulasi Gempa di SLB Bhakti Kencana sebagai Implementasi Sustainability Development Goals (SDG’s) Mulyandari, Rita; Pramesta Praba Sumedi
Bestari: Jurnal Pengabdian Kepada Masyarakat Vol 5 No 2 (2025)
Publisher : Sekolah Tinggi Keguruan dan Ilmu Pendidikan (STKIP) Melawi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46368/dpkm.v5i2.4363

Abstract

Kelompok difabel merupakan salah satu kelompok paling rentan dalam situasi bencana karena keterbatasan mobilitas, akses informasi, dan minimnya kebijakan inklusif. Artikel ini mendeskripsikan pelaksanaan sosialisasi dan simulasi gempa bumi di SLB Bhakti Kencana dengan pendekatan partisipatoris, adaptif, dan berbasis komunitas. Kegiatan ini dirancang menggunakan media edukatif seperti video, poster, gambar berseri, dan alat bantu peraga nyata, serta melibatkan guru dan orang tua dalam setiap tahapan. Hasil menunjukkan bahwa keterlibatan aktif siswa difabel dalam simulasi, peran guru sebagai fasilitator, serta kontribusi orang tua dalam kesinambungan edukasi kebencanaan di rumah memperkuat ketangguhan komunitas sekolah. Pendekatan ini mendukung pencapaian SDG 4, 11, dan 13 serta sejalan dengan model DiDRR yang telah divalidasi dalam studi sebelumnya. Rekomendasi diarahkan pada replikasi program ke SLB lainnya dan integrasi ke dalam kebijakan daerah.
Kurva Kerapuhan Seismik Pada Struktur Rangka Baja Berbasis Pushover Pramesta Praba Sumedi; Rita Mulyandari
Jurnal Rekayasa Teknologi Nusa Putra Vol 11 No 2 (2025): Agustus 2025
Publisher : Universitas Nusa Putra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52005/rekayasa.v11i2.654

Abstract

The potential for major earthquakes in Indonesia requires further analysis of multi-story buildings. This is so that when an earthquake occurs, the building structure is expected to be able to withstand it. One method of analyzing building structures is the pushover method. This method is often used in the analysis of multi-story buildings with less than 10 floors because the rigidity of the structure is still sufficient to support seismic loads. This study will evaluate the performance of steel frame building structures using the pushover method, which will then be converted into seismic fragility curves. The results of the pushover analysis on the building structure along the Y-axis axis can withstand a base shear force of 4400 kN, while along the Y-axis axis, it can withstand 3100 kN. The capacity curve output from the pushover will be converted into a capacity spectrum curve using the formula from ATC-40. The capacity spectrum curve will then be converted into a fragility curve.
Co-Authors Mulyandari, Rita Rita Mulyandari