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<title><![CDATA[EVALUASI KINERJA STRUKTUR TRIBUN BARAT STADION RAA ADIWIJAYA KABUPATEN GARUT DENGAN ANALISIS PUSHOVER METODE ATC-40]]></title>
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<note>Perancangan struktur bangunan gedung bertingkat di Indonesia memiliki tantangan yang harus dihadapi, yaitu risiko bencana alam berupa gempa bumi. Indonesia terletak di persimpangan empat lempeng tektonik: Lempeng Indo-Australia, Lempeng Pasifik, Lempeng Eurasia, dan Filipina yang dikenal juga sebagai Cincin Api Pasifik. Analisis seismik non linier biasanya digunakan untuk mengetahui kinerja struktur bangunan bertingkat dan tidak beraturan. Tujuan dari penelitian ini adalah untuk mengevaluasi kinerja struktur Struktur Tribun Barat Stadion RAA Adiwijaya Kabupaten Garut, baik dengan analisis sesimik linier respon spektra maupun analisis seismik non linier pushover, menggunakan software SAP2000 yang diselidiki berdasarkan gaya geser dasar, perpindahan, dan simpangan. Penelitian ini menghasilkan gaya geser maksimum pada arah X sebesar 61.045,515 kN dengan perpindahan sebesar 33,811 mm; sedangkan arah Y gaya geser maksimum sebesar 90.114,592 kN dengan perpindahan 1,799 mm. Berdasarkan metode ATC-40, Struktur Tribun Barat Stadion RAA Adiwijaya Kabupaten Garut memiliki level kinerja struktur Immediate Occupancy (IO). Hal ini terlihat dari nilai simpangannya sebesar 0,0005 untuk arah X dan 0,00001 untuk arah Y halmana level kinerja struktur Immediate Occupancy bernilai ≤0,01.</note>
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