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Edukasi Tentang Zero Tolerance Kekerasan Seksual Pada Masyarakat Sekitar Kampus ITB Wikaningtyas, Pratiwi; Soemari, Herlien Dwiarti; Damajanti, Irma; Damayanti, Sylviana Maya; Purwaningrum, Rr. Diah Asih; Danial, Danial; Rupiani, Dewi; Handayani, Fanty; Hidavat, Agustini; Nugroho, Edwin Adi; Salsabilla, Zahra; Putri, Gaitsa Farah Zahira; Karenina, Melita Jenar; Tinton S, Bonifacius Perdana
Warta Pengabdian Andalas Vol 32 No 3 (2025)
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat (LPPM) Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jwa.32.3.400-407.2025

Abstract

In alignment with the mandate of the Ministerial Regulation of Education, Culture, Research, and Technology (Permendikbudristek) No. 30 of 2021 on the Prevention and Handling of Sexual Violence (PPKS) and ITB's Strategic Plan for continuous transformation to achieve national and global recognition, this community service initiative is designed to establish a zero-tolerance policy toward sexual harassment. Sexual harassment is a significant barrier to achieving educational goals; therefore, more rigorous efforts are needed to disseminate anti-sexual violence awareness from the university to external stakeholders surrounding the campus environment, such as vendors, café owners, boarding house managers, online motorcycle taxi drivers, and students. The socialization given by PPKS task force team  for those audiences. These output include publications in mass media, pocketbooks, and stickers. Among the 156 participants who attended, the largest proportion comprised students (46.2%; n=72), followed by campus business operators (45.5%; n=71), café managers (6.4%; n=10), boarding house managers (1.3%; n=2), and online drivers (0.6%; n=1). It is expected the collaborative involvement of all stakeholders will strengthen efforts to prevent sexual violence within the campus environment.
Analisis Perbandingan Kinerja Seismik Struktur Bangunan Gedung Pracetak Sistem Ganda Beton Bertulang di Jakarta Dengan dan Tanpa Isolasi Dasar Fau, Martinus Nifotuho; Soemari, Herlien Dwiarti; Nurjaman, Hari Nugraha
Jurnal Teknik Sipil Vol 32 No 2 (2025): Jurnal Teknik Sipil - Edisi Agustus
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.32.2.1

Abstract

Abstrak Perkembangan dan pengaplikasian sistem struktur pracetak kinerja tinggi pada bangunan gedung beton bertulang dengan memanfaatkan pembentukan sendi plastis untuk mendisipasikan energi pada komponen struktur itu sendiri, telah banyak diproduksi secara lokal di Indonesia. Disisi lain terus ditemukannya sesar baru yang akan berpotensi terus meningkatkan seismisitas, serta kebutuhan untuk mendapatkan kinerja seismik struktur yang lebih baik untuk bangunan yang bernilai tinggi juga terus dibutuhkan. Oleh karena itu penggunaan sistem isolasi dasar menjadi salah satu inovasi yang dapat meningkatkan kinerja struktur bangunan pracetak. Pada penelitian ini akan difokuskan pada penggunaan isolasi dasar tipe Lead Rubber Bearing (LRB), dan model bangunan adalah sistem ganda beton bertulang 20 lantai, berlokasi di daerah gempa tinggi yaitu Jakarta dengan kelas situs tanah lunak dan berfungsi sebagai apartemen. Terlebih dahulu struktur dianalisis dengan pendekatan berbasis preskriptif yakni analisis linier elastik, dimana detail setiap elemen struktur akan mengikuti SNI 2847:2019 dan tahapan analisis juga mengikuti SNI 1726:2019 untuk pembebanan lateral gempa dan SNI 1727:2020 untuk beban gravitasinya, baik untuk struktur tumpuan terjepit maupun untuk sistem isolasi dasar. Dan pada analisis yang lebih detail akan menggunakan analisis berbasis kinerja dengan Non Linier Time History (NLTH) dan akan dibandingkan respons struktur dan kinerja dari kedua sistem struktur tersebut. Kata-kata Kunci: Struktur pracatek, isolasi dasar, Lead Rubber Bearing (LRB), Analisis Non Linear Time History (NLTH), Design Basis Earthquake (DBE), Maximum Considered Earthquake (MCE), kinerja struktur. Abstract The development and application of high-performance precast structural systems in reinforced concrete buildings by utilizing the formation of plastic joints to dissipate energy in the structural components themselves, have been widely produced locally in Indonesia. On the other hand, new faults continue to be found that will potentially continue to increase seismicity, and the need to obtain better seismic structural performance for high-value buildings also continues to be needed. Therefore, the use of a base isolation system is one of the innovations that can improve the performance of precast building structures. This study will focus on the use of Lead Rubber Bearing (LRB) type base isolation, and the building model is a 20-story reinforced concrete double system, located in a high earthquake area, namely Jakarta with a soft soil site class and functioning as an apartment. First, the structure is analyzed using a prescriptive-based approach, namely linear elastic analysis, where the details of each structural element will follow SNI 2847: 2019 and the analysis stages also follow SNI 1726: 2019 for lateral earthquake loading and SNI 1727: 2020 for gravity loads, both for the clamped support structure and for the base isolation system. And in a more detailed analysis, performance-based analysis with Non-Linear Time History (NLTH) will be used and the structural response and performance of the two system structures will be compared. Kata-kata Kunci: Precast structures, base isolation, Lead Rubber Bearing (LRB), Non Linear Time History (NLTH) Analysis, Design Basis Earthquake (DBE), Maximum Considered Earthquake (MCE), structural performance.