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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Bibliographic Details
Main Authors: Chuang, Poon Hwei., Kong, Fung Kew.
Other Authors: School of Civil and Structural Engineering
Format: Research Report
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/8010
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Institution: Nanyang Technological University
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