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                <text>ABSTRAKUbi kayu merupakan salah satu tanaman holtikultura yang dapat diolah menjadi produk lain sehingga dapat meningkatkan nilai tambah. Kabupaten Aceh Besar merupakan salah satu tempat penghasil ubi kayu yang memiliki potensi besar untuk dikembangkan agroindustri. Tujuan penelitian ini adalah untuk mengetahui kelayakan usaha agroindustri ditinjau dari segi pendapatan dan nilai tambah. Penelitian ini dilakukan pada agroindustri Kembang Tanjong di Kecamatan Lembah Seulawah Kabupaten Aceh Besar. Metode penelitian yang digunakan yaitu metode studi kasus. Metode analisis menggunakan metode kuantitatif. Berdasarkan hasil penelitian agroindustri Kembang Tanjong layak untuk diusahakan dan memperoleh pendapatannya yaitu keripik sambal Rp 4.751.945, BEP volume produksinya 301,2 kg, BEP harga produksinya Rp 28.686, ROI 39 %, R/C 1,3 rupiah dan nilai tambah Rp 20.920/kg atau 74,7%,. Keripik ubi biasa Rp 1.536.945, BEP volume produksinya 538,5 kg, BEP harga produksinya Rp 22.438, ROI 11,4 % , R/C 1,11 rupiah, nilai tambah Rp 5.831/kg atau 46,6 %  dan pendapatan tape ubi Rp 3.243.778, BEP volume produksinya 308,7 kg, BEP harga produksinya Rp 8.821, ROI 70 %, R/C  1,7,  nilai tambah  Rp 4.485/kg, atau 42,7 %. Saran, sebaiknya pengusaha agroindustri melakukan pembaharuan sistem manajemen agroindustri yang berbasis kompetitif dan dapat mempertahankan mutu yang mampu meningkatkan nilai produksi untuk memperoleh pendapatan dan nilai tambah yang lebih besar bagi pengusahanya.Kata Kunci: Agroindustri, ubi kayu, Nilai Tambah</text>
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                <text>Dalam beberapa tahun terakhir telah banyak terjadi gempa besar di wilayah Indonesia, yang mana Aceh adalah salah satu provinsi di Indonesia yang sering dilanda gempa. Kejadian gempa tersebut telah menyebabkan banyak terjadinya kegagalan struktur pada bangunan. Oleh karena itu pemerintah melalui Badan Standardisasi Nasional telah menerbitkan Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung (SNI 1726:2012) menggantikan Standar Perencanaan Ketahahan Gempa untuk Struktur Bangunan Gedung (SNI 03-1726-2002). Dengan adanya standar baru ini, maka penelitian ini dilakukan untuk mengetahui besarnya perbandingan perilaku respon struktur bangunan yang dianalisis berdasarkan respon spektra yang menggunakan data percepatan tanah akibat gempa Aceh dengan respon struktur yang dianalisis berdasarkan respon spektra SNI 1726:2012, disamping itu penulis juga dapat memformulasikan  grafik respon spektra dari data percepatan tanah untuk beberapa event gempa besar di Provinsi Aceh. Data percepatan tanah akibat gempa yang digunakan adalah gempa yang terjadi di Provinsi Aceh pada tahun 2010 sampai tahun 2013 dan struktur gedung yang dianalisis adalah struktur gedung beton bertulang dengan menggunakan bantuan software SAP 2000 v.11. Hasil penelitian menunjukkan bahwa nilai maksimum spectra acceleration berdasarkan respon spektra event gempa Aceh tahun 2010 - 2013 sangat kecil dibandingkan nilai maksimum spectra acceleration berdasarkan respon spektra SNI 1726:2012. Hasil analisis perilaku respon struktur gedung berupa nilai base shear, simpangan antar lantai dan kapasitas kolom terhadap beban yang dianalisis berdasarkan respon spektra event gempa Aceh tahun 2010 - 2013 sangat kecil dibandingkan  dengan yang dianalisis berdasarkan respon spektra SNI 1726:2012.Kata kunci  : Gempa Aceh, percepatan tanah, respon spektra, SNI 1726:2012, respon struktur.</text>
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            <name>Creator</name>
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                <text>CUT HUSNA FAUZIVA</text>
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            <name>Identifier</name>
            <description>An unambiguous reference to the resource within a given context</description>
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                <text>http://etd.unsyiah.ac.id//index.php?p=show_detail&amp;id=15480</text>
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