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ANALISIS PENGARUH PANJANG LINK DAN TIPE BRACE TERHADAP KINERJA PORTAL BAJA DENGAN METODE NONLINEAR STATIC PUSHOVER ANALYSIS.

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Steel is still the choice as a structural material for earthquake-prone areas, because in addition to having high strength, the elastic properties of steel contribute to better ductility and energy dissipation than concrete. In relation to seismic problems, there are several earthquake-resistant steel structural systems that can be applied to buildings, namely; Moment Resisting Frame (MRF), Eccentrically Braced Frame (EBF), The Eccentrically Braced Frame (EBF) structural system is a system that limits inelastic behavior to only the Link beam between the two eccentric restraints, while the outer beams, columns and Diagonal restraints remain elastic during seismic loads Therefore, the Eccentrically Braced Frame (EBF) system can fulfill a high level of ductility like Moment Resisting Framerare three possible link beam criteria in the Eccentrically Braced Frame (EBF) structural system namely; Short Link, Intermediate Link and Long Link These criteria are determined by normalizing the link length with the ratio between plastic moment capacity and plastic shear capacity Meanwhile, links with a length ratio. In performance-based building planning, the performance of buildings against earthquakes and their collapse patterns can be clearly expressed in the form of curves. The analysis used in performance-based building structure planning is pushover analysis. Keywords: Moment Resisting Frame, Eccentrically Braced Frame, Steel, Earthquake, Pushover

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Inventory Code Barcode Call Number Location Status
2407000904T139385T1393852024Central Library (Referens)Available
Detail Information
Series Title
-
Call Number
T1393852024
Publisher
Indralaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya.,
Collation
xxvii, 204 hlm.; ilus.; 29 cm
Language
Indonesia
ISBN/ISSN
-
Classification
621.382 07
Content Type
Text
Media Type
unmediated
Carrier Type
-
Edition
-
Subject(s)
Prodi Teknik Sipil
communication network analysis
Specific Detail Info
-
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