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- W577996855 abstract "This paper sets out the basic factors that affect the structural performance of spiral reinforced concrete columns for seismic loading, and describes column tests that were performed based on these studies. The purpose of this study is the investigation of the seismic performance of the spiral reinforced concrete column specimens which had different transverse reinforcement amounts, spacing, transverse steel configuration, longitudinal steel ratio and concrete compressive strength under different axial load levels. The load-displacement relationship, effective stiffness, ductility and failure behaviors obtained by the testing are investigated and compared. (a) For the covering entry of this conference, please see ITRD abstract no. E204151." @default.
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- W577996855 date "2000-01-01" @default.
- W577996855 modified "2023-09-28" @default.
- W577996855 title "BEHAVIOR OF SPIRAL REINFORCED CONCRETE COLUMNS" @default.
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