Please use this identifier to cite or link to this item:
Title: RHS/SHS columns with concrete in-fill
Authors: Lakshmi, B.
Shanmugam, N.E. 
Keywords: Bearing capacity
Composite columns
High strength concretes
Ultimate loads
Issue Date: 2004
Source: Lakshmi, B.,Shanmugam, N.E. (2004). RHS/SHS columns with concrete in-fill. Structures Congress 2000: Advanced Technology in Structural Engineering 103 : -. ScholarBank@NUS Repository.
Abstract: Use as columns of rectangular or square hollow sections with high-strength concrete in-fill is increasing in high-rise constructions because of their inherent loadcarrying qualities. The analysis of such columns is complex and the present codes do not provide sufficient information and guidelines for the designers. The present paper is concerned with an analytical method to predict the elastic and ultimate load behaviour of composite columns consisting of square or rectangular tubes with concrete in-fill. The description of the proposed analytical method is presented in the paper. Analytical results are compared with the corresponding experimental results to establish the accuracy of the proposed method. Copyright 2004 ASCE.
Source Title: Structures Congress 2000: Advanced Technology in Structural Engineering
ISBN: 0784404925
DOI: 10.1061/40492(2000)185
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

checked on Dec 9, 2017

Google ScholarTM



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