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: | , |
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Format: | Research Report |
Published: |
2008
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Online Access: | http://hdl.handle.net/10356/8010 |
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Institution: | Nanyang Technological University |