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<title><![CDATA[ANALISIS PUSHOVER STRUKTUR BANGUNAN BAJA KOLOM KOMPOSIT DENGAN KETIDAKBERATURAN HORIZONTAL]]></title>
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<name type="Personal Name" authority="">
<namePart>0415128905 - Erma Desmaliana, S.T.,M.T</namePart>
<role><roleTerm type="text">Dosen Pembimbing 1</roleTerm></role>
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<namePart>RIZKI SYAHPUTRA / 222017204</namePart>
<role><roleTerm type="text">Penulis</roleTerm></role>
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<publisher><![CDATA[FTSP]]></publisher>
<dateIssued><![CDATA[2022]]></dateIssued>
<issuance><![CDATA[monographic]]></issuance>
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<note>Penggunaan kolom komposit saat ini cukup banyak digunakan disebabkan tingkat
kekuatannya yang lebih besar dibandingkan kolom baja atau kolom beton bertulang.
Pada penelitian ini digunakan kolom komposit baja berselubung beton dan kolom baja
IWF sebagai pembanding dengan konfigurasi denah tidakberaturan horizontal
berbentuk huruf U, H dan L menggunakan analisis pushover. Hasil penelitian ini
menunjukan bahwa kolom komposit dengan denah berbentuk U yang paling efektif,
hal ini ditunjukkan pada struktur model tersebut mampu menahan gaya geser dasar
sebesar 46175,579 kN dengan perpindahan atap sebesar 1399,98 mm pada Arah X dan
pada Arah Y sebesar 39152,096 kN dengan perpindahan atap sebesar 999,425 mm dan
level kinerja struktur berdasarkan FEMA-356 berada pada level Immediate Occupancy
(IO).
Kata Kunci : struktur bangunan baja, kolom komposit, analisis pushover,
ketidakberaturan horizontal</note>
<subject authority=""><topic><![CDATA[struktur bangunan baja, kolom komposit, analisis p]]></topic></subject>
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