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<note>Struktur bangunan di Indonesia harus mempertimbangkan beban akibat gempa dalam perencanaannya karena wilayahnya yang rawan terhadap guncangan gempa. Penelitian Tugas Akhir ini bertujuan untuk mengetahui perbandingan respons struktur dan hasl desain perancangan dengan analisis statik ekuivalen dan time history. Penelitian Tugas Akhir ini dilakukan terhadap struktur satu lantai dengan kolom dan balok kayu laminasi mekanik yang berfungsi sebagai fasilitas umum. Lokasi yang ditinjau terletak di Kabupaten Ciwidey dengan data beban gempa analisi riwayat waktu menggunakan rekaman gempa Chi-Chi, gempa Kobe, gempa Mammoth Lakes, gempa Morgan Hill, gempa Northridge, gempa Superstation Hills, dan gempa Whittier Narrows. Pemodelan dan analisis struktur menggunakan software ETABS. Analisis yang dilakukan meliputi perhitungan gaya dalam, lendutan, perpindahan (displacement), simpangan Antartingkat, dan diagram interaksi kolom. Hasil analisis yang telah dilakukan, didapat untuk metode analisis statik ekuivalen memiliki gaya dalam lebih besar, perpindahan (displacement) lebih kecil serta simpangan antartingkat (story drift) lebih kecil dibandingkan metode analisis riwayat waktu.</note>
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