Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/1830
Title: Design of normal- and high-strength concrete columns
Authors: Beal, Alasdair N
Khalil, Nariman 
Affiliations: Department of Civil and Environmental Engineering 
Keywords: structure & design
Columns
concrete structures--Concept learning
Subjects: Buildings
Issue Date: 1999
Part of: Proceedings of the institution of civil engineers - structures and buildings
Volume: 134
Issue: 4
Start page: 345
End page: 357
Abstract: 
Research by Khalil to verify and develop Beal's graphical method of buckling analysis confirms that Beal's method is accurate and effective, giving results which agree well with experimental data. The method provides a powerful analytical tool, allowing fast determination of the column capacity for a wide range of slenderness and loading conditions. It is used here to investigate the behaviour of normal- and high-strength concrete columns under both axial and eccentric loads and with a variety of slenderness ratios and reinforcement proportions. The results of this accurate analysis are used as a benchmark for the assessment of code of practice design rules. Existing BS 8110 design rules are found to give poor agreement with both the theoretical analysis and experimental results. New design rules which give more consistent and accurate results are proposed.
URI: https://scholarhub.balamand.edu.lb/handle/uob/1830
Open URL: Link to full text
Type: Journal Article
Appears in Collections:Department of Civil and Environmental Engineering

Show full item record

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.