Penilaian Kerusakan Bangunan Gedung Teknik Elektro Universitas Tridinanti Palembang Menggunakan Metode Non-Destructive test

Irawan, Ari (2026) Penilaian Kerusakan Bangunan Gedung Teknik Elektro Universitas Tridinanti Palembang Menggunakan Metode Non-Destructive test. S-1 thesis, 021008 Universitas Tridinanti Palembang.

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Abstract

Gedung Fakultas Teknik Elektro Universitas Tridinanti merupakan fasilitas utama dalam menunjang kegiatan akademik. Seiring bertambahnya usia dan tingginya intensitas penggunaan, beberapa elemen bangunan mengalami kerusakan pada bagian struktur dan arsitektur. Penelitian ini bertujuan untuk mengetahui kondisi eksisting, mutu beton, dan tingkat kerusakan elemen struktur serta arsitektur Gedung Fakultas Teknik Elektro Universitas Tridinanti sebagai dasar dalam menentukan tindakan pemeliharaan dan perbaikan. Metode penelitian dilakukan melalui observasi visual dan pengujian non-destruktif menggunakan Ultrasonic Pulse Velocity (UPV) dan Hammer Test pada elemen kolom, balok, dan pelat lantai. Hasil pengujian menunjukkan nilai mutu beton berdasarkan UPV sebesar 18,43–36,03 MPa, sedangkan hasil Hammer Test menunjukkan nilai kuat tekan sebesar 22,36–41,39 MPa. Secara umum, mutu beton pada elemen struktur masih memenuhi kriteria beton struktural dan layak digunakan. Kerusakan pada beberapa kolom berupa retak dan pengelupasan termasuk kategori rusak ringan, sedangkan pelat lantai lantai 3 termasuk rusak sedang. Pada elemen arsitektur ditemukan kerusakan pada plafon, pintu WC, dinding WC, dan jendela yang termasuk rusak berat, sedangkan lantai finishing termasuk rusak ringan hingga sedang. Berdasarkan hasil penelitian, Gedung Fakultas Teknik Elektro Universitas Tridinanti secara umum masih layak digunakan, namun memerlukan perbaikan dan pemeliharaan, khususnya pada area WC lantai 2 dan lantai 3. Kata kunci: kerusakan bangunan, gedung fakultas teknik, UPV, Hammer Test, mutu beton. The Electrical Engineering Faculty building at Tridinanti University serves as a primary facility supporting academic activities. Due to the building's age and high usage intensity, several structural and architectural elements have sustained damage. This study aims to assess the existing condition, concrete quality, and extent of damage to the structural and architectural elements of the building, serving as a basis for determining necessary maintenance and repair actions. The research methodology involved visual inspections and non-destructive testing—specifically Ultrasonic Pulse Velocity (UPV) and Hammer Tests—conducted on columns, beams, and floor slabs. Test results indicated concrete quality values of 18.43–36.03 MPa via UPV, while Hammer Test results showed compressive strength values of 22.36–41.39 MPa. Overall, the concrete quality of the structural elements meets the criteria for structural concrete and remains suitable for use. Damage observed in several columns—such as cracking and spalling—falls into the "minor damage" category, whereas the third-floor slab exhibits "moderate damage." Architectural elements showing "severe damage" include ceilings, restroom doors, restroom walls, and windows, while floor finishes show damage ranging from minor to moderate. In conclusion, while the Electrical Engineering Faculty building at Tridinanti University remains generally fit for use, it requires repair and maintenance, particularly in the restroom areas on the second and third floors. Keywords: building damage, engineering faculty building, UPV, Hammer Test, concrete quality.

Item Type:	Thesis (S-1)
Subjects:	H Social Sciences > HC Economic History and Conditions
Divisions:	Fakultas Teknik > S1 Teknik Sipil
Depositing User:	Tn ARI IRAWAN
Date Deposited:	19 Oct 2026 01:32
Last Modified:	19 Oct 2026 01:32
URI:	http://repository.univ-tridinanti.ac.id/id/eprint/11607

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