<mets:mets OBJID="eprint_6331" LABEL="Eprints Item" xsi:schemaLocation="http://www.loc.gov/METS/ http://www.loc.gov/standards/mets/mets.xsd http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd" xmlns:mets="http://www.loc.gov/METS/" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><mets:metsHdr CREATEDATE="2026-09-21T17:48:07Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6331_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Perencanaan Struktur Atas Bangunan Gedung Hotel 10 Lantai Menggunakan Sistem Ganda SRPMK Dan Dinding Geser di Kabupaten Bojonegoro</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Ardata</mods:namePart><mods:namePart type="family">Army Leo Yoga Ardata</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Peningkatan aktivitas industri energi di kabupaten bojonegoro menyebabkan meningkatnya fasilitas akomodasi berupa gedung hotel bertingkat. Perencanaan struktur bangunan bertingkat harus memperhatikan aspek keamanan terhadap beban gravitasi dan lateral akibat gempa. Penelitian ini bertujuan untuk menganalisis beban yang bekerja pada struktur, Menentukan dimensi elemen struktur atas, serta merencanakan hubungan balok – kolom pada Sistem Rangka Pemikul Momen Khusus sesuai prinsip strong column weak beam. Perencanaan dilakukan pada bangunan gedung hotel 10 lantai menggunakan sistem struktur ganda berupa kombinasi SRPMK dan dinding geser. Analisis struktur menggunakan software etabs dengan mengacu pada SNI 1726:2019,1727:2020 dan SNI 2847:2019. Berdasarkan hasil analisis diperoleh nilai gaya lateral sebesar 10000,0327 Kn dan gaya gravitasi sebesar 159458,5177 Kn. Hasil perencanaan elemen struktur atas diperoleh pelat dengan ketebalan 130mm, kolom dimensi 80 x 80 cm, balok induk berukuran 75 x 60 cm, balok anak berukuruan 60 x 45 cm, dinding geser dengan ketebalan 40 cm dan pelat tangga dan bordes dengan tebal 20 cm. Hubungan balok kolom direncanaakan dengan mempertimbangkan kuat geser dan detailing sesuai SNI 2847:2019. Hasil perencanaan menunjukkan bahwa struktur atas gedung hotel 10 lantai dengan sistem ganda SRPMK dan dinding geser memenuhi persyaratan perencanaan struktur beton bertulang tahan gempa.</mods:abstract><mods:classification authority="lcc">Prodi Teknik Sipil</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-07-29</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>Sains dan teknik;Teknik Sipil</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6331"><mets:rightsMD ID="rights_eprint_6331_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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