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Pendampingan dan Pelatihan Bahasa Inggris bagi Kelompok Sadar Wisata (Pokdarwis) dalam Meningkatkan Kualitas Pelayanan Wisata di Desa Nyambu, Kabupaten Tabanan, Bali komang ayu agustini; I Ketut Yasa Bagiarta; Anak Agung Gede Krisna Murti; I Gede Sadia Dwi Ratmaja
Jurnal ABDIRAJA Vol 9 No 2 (2026): Jurnal Abdiraja
Publisher : LPPM Universitas Wiraraja Sumenep, Jalan Raya Sumenep Pamekasan KM. 5 Patean Sumenep 69451, Telp. (0328) 673399 Fax. (0328) 673088

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/adr.v9i2.5277

Abstract

Kegiatan pengabdian ini bertujuan untuk meningkatkan kapasitas anggota Pokdarwis Desa Wisata Nyambu dalam memberikan pelayanan wisata berbasis komunikasi internasional melalui metode pelatihan dan pendampingan partisipatif. Metode yang diterapkan meliputi observasi, analisis kebutuhan, penyusunan modul, serta simulasi role play yang difokuskan pada pengayaan kosakata dan keterampilan pemanduan wisata. Secara keseluruhan, data yang diperoleh menegaskan bahwa seluruh rangkaian pelatihan dan pendampingan tersebut berhasil meningkatkan kemampuan linguistik serta memupuk keberanian peserta saat berinteraksi dengan wisatawan asing. Peningkatan penguasaan kosakata pariwisata sebesar 56,80 persen ini menjadi indikator utama kesiapan Desa Wisata Nyambu dalam memberikan pelayanan yang lebih profesional dan ramah bagi wisatawan mancanegara. Implementasi program ini membuktikan bahwa pendekatan pelatihan yang adaptif dan intensif sangat krusial dalam mengatasi hambatan komunikasi pada pelaku wisata di tingkat lokal, sekaligus menjadi mekanisme efektif untuk memperkuat profesionalisme serta pola pikir yang berorientasi pada pelayanan prima, yang di masa mendatang dapat diintegrasikan ke dalam program pemberdayaan berkelanjutan guna menjaga standar pelayanan internasional di desa wisata.
ANALISIS PERILAKU SIKLIK DAN KAPASITAS DISIPASI ENERGI BAMBOO BUCKLING-RESTRAINED BRACES (B-BRB) I Putu Ellsa Sarassantika; I Ketut Yasa Bagiarta; I Putu Deny Surastika Aditama
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 14 No 2 (2026): Jurnal Ilmiah MITSU (In Press)
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v14i2.5415

Abstract

Bali Province is characterized by a high level of seismic hazard, while the dominant building typology consists of low-rise structures with a maximum height of four stories, consistent with regional spatial planning regulations and local architectural practices. Although seismic forces acting on low-rise buildings are generally smaller than those experienced by high-rise structures, the risk of structural damage remains significant due to the limited availability of economical and easily implementable seismic energy dissipation systems in the domestic construction market. This condition contributes to the low adoption of seismic damping technologies and continued reliance on imported devices. This study aims to develop a conceptual model of a Bamboo Buckling-Restrained Brace (B-BRB) as a low-cost and sustainable seismic energy dissipation system suitable for low-rise buildings in Bali. Bamboo is selected as the primary material due to its abundant availability, rapid growth, and favorable strength-to-weight ratio, making it a promising candidate for locally sourced seismic damping devices. The research methodology includes the formulation of a conceptual and mechanistic model of the B-BRB and the derivation of fundamental equations for determining its design dimensions. Numerical modeling using Finite Element Analysis (FEA) was conducted to evaluate the structural response of the device under displacement-controlled lateral cyclic loading conditions up to a story drift of ±2.5%. The simulation results demonstrate that the B-BRB with a target axial capacity of 75 kN exhibits a highly stable and symmetric hysteretic response without experiencing premature global buckling or severe pinching behavior. The device achieves a cumulative energy dissipation capacity of 4,500 kN·mm at the peak cycle, with a gradual lateral stiffness degradation from 3.5 kN/mm to 2.9 kN/mm, and an average equivalent viscous damping ratio of 3.0%. Based on these findings, it can be concluded that the conceptual model of the B-BRB represents an analytically and numerically viable, eco-friendly, and cost-effective seismic damping solution to enhance the seismic resilience of low-rise structures (≤ 4 stories) in earthquake-prone regions.