Compatibility and equilibrium approach to design of slender concrete columns

This project uses a theoretical formula to study the behaviour of slender high strength concrete columns which are pin-ended and subjected to a short term bending about the minor axis. It gives a good estimation for concrete with strength of 100 N/mm² to 120 N/mm², but underestimates the strain for...

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Bibliographic Details
Main Author: Neo, Lai Yuan
Other Authors: Chuang Poon Hwei
Format: Final Year Project
Language:English
Published: 2010
Subjects:
Online Access:http://hdl.handle.net/10356/38568
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Institution: Nanyang Technological University
Language: English