Analisis Pushover terhadap Variasi Penampang Kolom pada Struktur Gedung Special Plate Shear Wall
نویسندگان
چکیده
Special Plate Shear Wall (SPSW) merupakan struktur rangka yang terdiri dari pelat baja vertikal (infill plate) sebagai dinding pengisi tersambung dengan balok dan kolom, berfungsi untuk menahan beban seismik. Penelitian ini bertujuan mengetahui tingkat kinerja gedung SPSW terhadap variasi penampang kolom menggunakan metode analisis pushover bantuan software ETABS. Struktur klinik 6 lantai, total tinggi lantai 21,5 m. Variasi yaitu profil king cross pada model 1 hollow 2. Standar mengacu SNI 1726:2019 FEMA 356. Hasil penelitian menunjukkan bahwa memiliki paling efektif penahan gempa. perhitungan berdasarkan gaya geser dasar terbesar 3.137,30 kN arah X 3.144,66 Y. Level 356 termasuk dalam kategori aman Immediate Occupancy (IO), baik maupun
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ژورنال
عنوان ژورنال: Journal of Sustainable Construction
سال: 2022
ISSN: ['2808-2869']
DOI: https://doi.org/10.26593/josc.v1i2.5699