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Karya Ilmiah
VARIABILITAS DAN KETIDAKTENTUAN DALAM PENENTUAN DAKTILITAS, DEFORMASI DAN KINERJA KOLOM BETON BERTULANG
Abdul Kadir
Column will deform when it receives earthquake loads, wind or a combination thereof. Influenced by the ability of deforms the material ductility and its interaction with other materials. In a performance-based approach to planning or displacement (Performance-based design / Displacement based design) deformation and ductility are the parameters that can be used as an indicator of the performance of the column. Efforts to determine the deformation field has been done by many researchers either deterministic approach (micro-macro model checkers) and the probabilistic approach. Determination of the deformation field in the plastic hinge models (macro model) involves defining the look, characteristics of materials (concrete and reinforcement), the value of the material boundary, curvature, and length of plastic hinge. The diversity of models and boundary value materials, materials curvature and length plastic hinge berkonsekwensi the variability and uncertainty in the determination of deformation, ductility and performance elements. This paper describes range / variety of material models, boundary value, curvature and plastic hinge length proposed by many researchers that have an impact on the variability and uncertainty in the determination of the value of ductility, deformation and performance elements.
Keywords: Reinforced concrete, columns, variability models, ductility, deformation and performance of the column.
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file lampiran dalam bentuk pdf Diterbitkan pada: Metropilar Volume 11 Nomor 3 Juli 2013 ISSN : 1693 – 6205
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