Large-scale tests of hinged slender reinforced concrete columns under eccentric loading

Observations were made on the behaviour of the twenty six columns under loading, their failure modes and their maximum loads. The variables studied length: depth ratio, load-eccentricity : depth ratio, reinforcement percentage and concrete cube strength. The observed behaviour and failure modes of t...

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Main Authors: Chuang, Poon Hwei., Kong, Fung Kew.
其他作者: School of Civil and Structural Engineering
格式: Research Report
出版: 2008
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在線閱讀:http://hdl.handle.net/10356/8010
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