Slender high strength concrete columns

The present investigation uses analytical and experimental methods to study the behaviour of slender high strength concrete columns which are pin-ended and subjected to short term bending about the minor axis. Three theoretical methods are proposed. The validity of these theoretical methods for the...

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Bibliographic Details
Main Author: Kong, Sia Keong.
Other Authors: Chuang Poon Hwei
Format: Thesis
Language:English
Published: 2009
Subjects:
Online Access:http://hdl.handle.net/10356/14930