PERBANDINGAN KINERJA SISTEM RANGKA TERBREIS EKSENTRIS DENGAN SHORT LINK PADA KONFIGURASI V DAN MULTI-STORY X MENGGUNAKAN 3 BENTANG BREISING PADA BANGUNAN 12 DAN 18 LANTAI
(1) Mahasiswa Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
(2) Mahasiswa Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
(3) Dosen Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
(4) Dosen Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
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Author. (2000). Prestandard and Commentary for The Seismic Rehabilitation of Buildings: FEMA 356, Federal Emergency Management Agency, Washington, D.C., Amerika Serikat. Author. (2016). Seismic Provisions for Structural Steel Buildings: AISC 341-16, American Institute of Steel Construction, Chicago, Illinois. Author. (2016). Specification for Structural Steel Buildings: AISC 360-16, American Institute of Steel Construction, Chicago, Illinois. Badan Standardisasi Nasional. (2019). Ketentuan Seismik untuk Struktur Baja Bangunan Gedung: SNI 7860:2015, Jakarta, Indonesia. Badan Standardisasi Nasional. (2019). Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung: SNI 1726:2019, Jakarta, Indonesia. Metre, S., Cghule, S., & Kiran, R. (2015). “Comparative Study of Different Types of Bracing Systems by Placing at Different Locations”. International Research Journal of Engineering and Technology. Vol. 4, No. 8, 2023-2027. Popov, E.P., Kasai, K., & Engelhardt, M. D. (1986). “Advances in Design of Eccentrically Braced Frames”. Bulletin of the New Zealand Society for Earthquake Engineering. Vol. 20, No. 1, 22-29. Rafael, J.W. (2017). Studi Perilaku dari Short Link, Intermediate Link dan Long Link pada Sistem Struktur Eccentrically Braced Frame (EBF). Unpublished Thesis, Institut Teknologi Sepuluh Nopember, Surabaya. Riani, E.P., & Tania, A. (2018). Perbandingan Sistem Tunggal dan Sistem Ganda pada Bangunan Terbreis Eksentris Berbentuk V Terbalik dan Diagonal pada Mid Rise Building. Unpublished Undergraduate Thesis, Universitas Kristen Petra, Surabaya. Sayed, A.F., Wirawan, N.B., & Yudi, A. (2018). “Comparative Story Drift Analysis of High Rise Building Structure between X-Braced Frame and Two Story X-Braced Frame”. Journal of Science and Applicative Technology. Vol. 2, No. 1, 10-19. Unal, A., & Kaltakci, M.Y. (2016). “Seismic Behavior of Concentrically Steel Braced Frames and Their Use in Strengthening of Reinforced Concrete Frames by External Application”. Steel and Composite Structures. Vol. 21, No. 4, 687-702. Vemuri, J. (2016). “The Capacity Based Design Method for Eccentrically Braced Frames: A Critical Review”. Journal of Structural Engineering. Vol. 43, No. 3, 319-325.
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