Factors Governing the Post-Peak Hysteresis Loops of Reinforced Concrete Columns

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Title

Factors Governing the Post-Peak Hysteresis Loops of Reinforced Concrete Columns

Content partner

University of Canterbury Library

Collection

UC Research Repository

Description

The main aim of this study is to investigate the factors governing the post-peak cyclic response of laterally loaded reinforced concrete cantilever columns. A series of experiments are conducted, in which five reinforced concrete columns are subjected to cyclic lateral displacement. Much attention is paid to the cover concrete spalling and the large lateral displacement of the reinforcement. Specimens are designed so that the buckling of the reinforcement and the cover concrete spalling can b...

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Format

Research paper

Research format

Journal article

Date created

2002

Creator

Dhakal, Rajesh / Maekawa, Koichi

URL

http://hdl.handle.net/10092/4390

Related subjects

axial compression / buckling / cover spalling / energy dissipation / post-peak softening / Engineering / Civil Engineering / Civil engineering / Construction engineering

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You can learn more about the rights status of this item at: https://hdl.handle.net/10092/17651

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