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Sosialisasi Dampak Bencana Hidrometeorologi Terhadap Keselamatan Jembatan Pada Siswa Siswi SMA 15 Padang Etri Suhelmidawati; Veriza Agistin; Rangga Fernando; Ozzy Pratiwi; Micky Fetriani
Darma Abdi Karya Vol. 5 No. 1 (2026): Darma Abdi Karya: Jurnal Pengabdian Kepada Masyarakat
Publisher : LPPM POLITEKNIK LP3I

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38204/darmaabdikarya.v5i1.2942

Abstract

Hydrometeorological disasters, including floods, tornadoes, and landslides, pose significant threats in Indonesia and can severely damage infrastructure, particularly bridges. A lack of public understanding, especially among students, regarding the effects of these disasters on infrastructure safety contributes to an increased risk of damage and casualties. This community service initiative seeks to improve the knowledge and awareness of students at SMA Negeri 15 Padang about the mitigation of hydrometeorological disasters and their implications for bridge safety. The educational materials, grounded in empirical data and disaster regulations, are presented in a format that is easily understandable through visual aids. The method used in this service is a qualitative descriptive approach by conducting field observations, interviews, and interactive discussions through socialization activities. The results of the activities show an increase in students' understanding of the types of hydrometeorological disasters, potential bridge damage, and mitigation steps that can be taken. In addition, students are also able to recognize warning signs on bridge infrastructure during disasters. Evaluation through questionnaires shows that interactive methods can strengthen students' understanding of disaster mitigation topics. Overall, this activity has successfully improved students' preparedness for hydrometeorological disasters.
MITIGASI BENCANA GEMPA MELALUI PERKUATAN KOMPONEN STRUKTURAL DAN NON-STRUKTURAL PADA RUMAH TINGGAL: DISASTER MITIGATION OF EARTHQUAKES THROUGH STRENGTHENING OF STRUCTURAL AND NON-STRUCTURAL COMPONENTS OF RESIDENTIAL HOMES BADZLINA NESYA; MONIKA NATALIA; ZULFIRA MIRANI; LILIS NOVITASARI; MICKY FETRIANI
Jurnal Pengabdian Masyarakat Multidisiplin Vol 9 No 1 (2025): Oktober
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/jpm.v9i1.6415

Abstract

The damage caused by earthquakes can be minimized by planning and constructing earthquake-resistant buildings. In efforts to mitigate earthquake risk, residential houses must be built with earthquake reinforcement, by adding seismic reinforcement to structural components (foundations, beams, columns) and non-structural components (walls, roofs). The addition of earthquake reinforcement features to housing only adds 5% to the total implementation cost, which is very small compared to the risks that will be faced. The earthquake reinforcement features are applied based on the Technical Guidelines for Earthquake Resistant Houses and Buildings (Directorate General of Cipta Karya and the Department of Public Works) number 5 of 2006, SNI 1726-2019 regarding Procedures for Earthquake Resistance Planning for Building Structures and Non-Building Structures, as well as SNI 1727:2020 regarding minimum design loads and related criteria for buildings and other structures. With the knowledge and skills acquired, it is hoped that the partners will be able to directly apply them to the houses they will build as an effort to mitigate earthquakes and minimize risks and losses that may occur. The objectives to be achieved from this community service activity are: partners to understand the features of earthquake reinforcement in residential homes; partners to acquire skills and training in the methods of creating earthquake-safe dwellings; partners to apply this in the housing they build. The method to be employed in this activity will include field surveys, counseling/socialization, and technical training for the application of earthquake reinforcement on structural components (foundations, beams, columns) and non-structural components (walls, roofs). This activity was attended by 13 participants, with the success identified based on the level of understanding absorbed during the socialization in the discussion session.