Evaluasi dan Retrofitting Seismik Bangunan Asrama Menggunakan Steel Panel Damper: Studi Kasus Gedung Jieshou, Taiwan

Mhd Rony Asshidiqie; Badrus Zaman; Dyah Hesti Wardhani

doi:10.14710/jpii.2025.27905

DOI: https://doi.org/10.14710/jpii.2025.27905

Evaluasi dan Retrofitting Seismik Bangunan Asrama Menggunakan Steel Panel Damper: Studi Kasus Gedung Jieshou, Taiwan

*Mhd Rony Asshidiqie - Program Studi Program Profesi Insinyur Fakultas Teknik, Universitas Diponegoro, Jl. Prof. Soedarto, SH, Kampus UNDIP Tembalang, Semarang, Indonesia 50275, Indonesia

Badrus Zaman - Program Studi Program Profesi Insinyur Fakultas Teknik, Universitas Diponegoro, Jl. Prof. Soedarto, SH, Kampus UNDIP Tembalang, Semarang, Indonesia 50275, Indonesia

Dyah Hesti Wardhani - Program Studi Program Profesi Insinyur Fakultas Teknik, Universitas Diponegoro, Jl. Prof. Soedarto, SH, Kampus UNDIP Tembalang, Semarang, Indonesia 50275, Indonesia

Received: 21 Jul 2025; Revised: 19 Sep 2025; Accepted: 25 Sep 2025; Available online: 27 Sep 2025; Published: 2 Feb 2026.

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

BibTex Citation Data :

@article{JPII27905,
    author = {Mhd Asshidiqie and Badrus Zaman and Dyah Wardhani},
    title = {Evaluasi dan Retrofitting Seismik Bangunan Asrama Menggunakan Steel Panel Damper: Studi Kasus Gedung Jieshou, Taiwan},
    journal = {Jurnal Profesi Insinyur Indonesia},
  volume = {3},
    number = {3},
    year = {2026},
    keywords = {},
    abstract = { Bangunan asrama yang terletak di area rumah sakit dan dibangun sebelum diberlakukannya standar desain gempa modern di Taiwan umumnya memiliki kapasitas seismik rendah dan rentan terhadap kerusakan saat terjadi gempa besar. Penelitian ini mengevaluasi performa seismik Gedung Jieshou, sebuah bangunan asrama di kawasan Tri-Service General Hospital, serta merancang strategi retrofit menggunakan Steel Panel Damper (SPD) untuk meningkatkan kapasitas strukturnya. Pemodelan dan analisis dilakukan dengan perangkat lunak ETABS menggunakan pushover analysis nonlinier berbasis metode TEASPA, yang memungkinkan konversi kurva kapasitas menjadi spektrum kapasitas untuk menentukan titik performa dalam bentuk percepatan puncak tanah (PGA). Hasil analisis menunjukkan bahwa kapasitas eksisting belum memenuhi standar CPAMI, dengan rasio gaya geser terhadap berat bangunan (V/W) sebesar 0,234 dan Ap=0,201g pada arah X. Setelah penerapan SPD berkapasitas 75 ton pada 8 titik sampai dengan lantai 7 bangunan, performa meningkat menjadi Ap=0,274g dengan rasio V/W sebesar 0,292. Evaluasi sendi plastis menunjukkan bahwa SPD efektif menyerap energi gempa. Studi ini menyimpulkan bahwa penggunaan SPD secara signifikan meningkatkan kapasitas lateral dan performa seismik tanpa mengganggu fungsi utama bangunan ketika diimplementasikan.      Kata kunci  :  steel panel damper, analisis pushover, kapasitas gempa, performa struktur, retrofitting   },
   issn = {2985-8100},   pages = {180--189}  doi = {10.14710/jpii.2025.27905},
    url = {https://ejournal2.undip.ac.id/index.php/jpii/article/view/27905}
}

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Abstract

Bangunan asrama yang terletak di area rumah sakit dan dibangun sebelum diberlakukannya standar desain gempa modern di Taiwan umumnya memiliki kapasitas seismik rendah dan rentan terhadap kerusakan saat terjadi gempa besar. Penelitian ini mengevaluasi performa seismik Gedung Jieshou, sebuah bangunan asrama di kawasan Tri-Service General Hospital, serta merancang strategi retrofit menggunakan Steel Panel Damper (SPD) untuk meningkatkan kapasitas strukturnya. Pemodelan dan analisis dilakukan dengan perangkat lunak ETABS menggunakan pushover analysis nonlinier berbasis metode TEASPA, yang memungkinkan konversi kurva kapasitas menjadi spektrum kapasitas untuk menentukan titik performa dalam bentuk percepatan puncak tanah (PGA). Hasil analisis menunjukkan bahwa kapasitas eksisting belum memenuhi standar CPAMI, dengan rasio gaya geser terhadap berat bangunan (V/W) sebesar 0,234 dan Ap=0,201g pada arah X. Setelah penerapan SPD berkapasitas 75 ton pada 8 titik sampai dengan lantai 7 bangunan, performa meningkat menjadi Ap=0,274g dengan rasio V/W sebesar 0,292. Evaluasi sendi plastis menunjukkan bahwa SPD efektif menyerap energi gempa. Studi ini menyimpulkan bahwa penggunaan SPD secara signifikan meningkatkan kapasitas lateral dan performa seismik tanpa mengganggu fungsi utama bangunan ketika diimplementasikan.

Kata kunci: steel panel damper, analisis pushover, kapasitas gempa, performa struktur, retrofitting

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