Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/19402
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dc.contributor.authorFoo, Seng Heng.en_US
dc.date.accessioned2009-12-11T09:13:40Z-
dc.date.available2009-12-11T09:13:40Z-
dc.date.copyright1996en_US
dc.date.issued1996-
dc.identifier.urihttp://hdl.handle.net/10356/19402-
dc.description.abstractThe purpose of the present investigation is to study the behaviour and strength of slender high strength concrete columns experimentally and analytically. These columns are pin-ended and subject to short-term eccentric loading about the minor axis. The variables considered in this study are the slenderness ratio (L/h) and eccentricity of load (e/h).en_US
dc.format.extent175 p.-
dc.language.isoen-
dc.rightsNANYANG TECHNOLOGICAL UNIVERSITYen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design-
dc.titleSlender reinforced concrete columnsen_US
dc.typeThesisen_US
dc.contributor.supervisorChuang, Poon Hweien_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
dc.description.degreeMaster of Engineering (CSE)en_US
item.grantfulltextrestricted-
item.fulltextWith Fulltext-
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