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<title><![CDATA[EVALUASI KINERJA STRUKTUR BAJA DENGAN METODE TIME HISTORY PADA BANGUNAN CAFÉ DI KAB.BANDUNG]]></title>
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<note>Struktur baja sering digunakan pada bangunan komersial seperti cafe karena kekuatannya yang tinggi dan fleksibilitas desain. Namun tetap saja bangunan ini retan terhadap beban dinamis seperti gempa bumi, terutama di daerah rawan seperti kabupaten Bandung. Penelitian ini bertujuan untuk mengevaluasi kinerja struktur baja pada bangunan cafe dengan menggunakan metode analisis time history. Pemodelan struktur baja menggunakan sofware ETABS 18, yang kemudian dikenai beban gempa berdasarkan historis di wilayah El-Centro, Tohoku dan Marlborough. Kinerja struktur dievaluasi berdasarkan Modal Participating Mass Ratios, periode struktur, gaya geser dasar, simpangan antar lantai, dan pengaruh P-delta. Hasil analisis menunjukkan bahwa level kinerja struktur pada bangunan cafe masuk pada level Immediate Occupancy (IO). Pada gempa El-Centro dan Miyako di lantai 5 didapatkan hasil simpangan antar lantai dan P-delta yang melebihin izin.. Kesimpulan dari penelitian ini mengindikasikan perlunya peningkatan kekakuan struktur dengan cara memperbesar penampang ataupun menambah elemen pengaku (bresing).</note>
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