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<title><![CDATA[ANALISIS PERBEDAAN RESPON STRUKTUR PADA GEDUNG AKIBAT PEMBEBANAN GEMPA RENCANA DAN GEMPA AKTUAL]]></title>
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<namePart>0410119003 - Nessa Valiantine Diredja., S.T., M.T.</namePart>
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<namePart>Mochamad Rizal Fadilah / 222020095</namePart>
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<namePart>Mochamad Rizal Fadilah / 22202009</namePart>
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<note>Penelitian ini bertujuan untuk mengetahui dan membandingkan respons struktur gedung terhadap gempa rencana dan gempa aktual menggunakan metode time history. Pemodelan struktur dilakukan dengan menggunakan perangkat lunak ETABS 2021 pada objek berupa gedung 9 lantai dengan struktur beton bertulang yang berlokasi di Kota Bandung. Data gempa yang digunakan meliputi gempa rencana berdasarkan respon spektrum wilayah Kota Bandung serta tiga gempa aktual, yaitu El Centro, Iwate, dan New Zealand. Analisis dilakukan untuk mengetahui nilai simpangan antar lantai dan perilaku struktur terhadap masingmasing gempa. Hasil penelitian menunjukkan bahwa simpangan maksimum terjadi akibat gempa New Zealand. Hal ini menunjukkan bahwa gempa aktual, khususnya dengan durasi dan magnitudo besar, dapat menghasilkan respons struktur yang lebih signifikan dibandingkan gempa rencana. Oleh karena itu, pertimbangan terhadap karakteristik gempa aktual menjadi penting dalam perencanaan struktur tahan gempa. Kata kunci: Beban Gempa Rencana, Beban Gempa Aktual, Metode Time History,
ETABS.</note>
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