Yayın: Seismic Collapse Performance of a Full-Scale Concrete Building with Lightly Reinforced Columns
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American Society of Civil Engineers (ASCE)
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Özet
AbstractBrittle failure of lightly reinforced concrete columns is one of the primary reasons for partial or total collapse of substandard existing buildings subjected to earthquake loading. This st...
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Structural Damage, Total Collapse, Substandard, Full-scale Test, Nonlinear Modeling, Seismic, Reinforced Concrete