Please use this identifier to cite or link to this item:
|Title:||Composite joints subject to reversal of loading-Part 2: Analytical assessments||Authors:||Liew, J.Y.R.
Initial rotational stiffness
Moment rotational curves
|Issue Date:||Feb-2004||Citation:||Liew, J.Y.R., Teo, T.H., Shanmugam, N.E. (2004-02). Composite joints subject to reversal of loading-Part 2: Analytical assessments. Journal of Constructional Steel Research 60 (2) : 247-268. ScholarBank@NUS Repository. https://doi.org/10.1016/j.jcsr.2003.08.011||Abstract:||The experimental results of composite beam-to-column joints subject to reversal of moments have been reported in the companion paper [J. Construct. Steel Res. 2003 Doi: 10.1016/j.jcsr.2003.08.010]. This paper presents the analytical assessment of moment capacity and initial rotational stiffness of the beam-to-column joints. The predicted results are compared with those obtained from the tests. The component method extracts from Eurocodes 3 and 4 and its companion document was used to determine the negative moment capacity and initial rotational stiffness. Based on the same principles, the method was extended to calculate the properties of joints subjected to positive moment. Comparison of results shows reasonable correlation except, however, the Eurocode method is found to overestimate the rotational stiffness of joint specimens subjected to negative moment. © 2003 Elsevier Ltd. All rights reserved.||Source Title:||Journal of Constructional Steel Research||URI:||http://scholarbank.nus.edu.sg/handle/10635/65324||ISSN:||0143974X||DOI:||10.1016/j.jcsr.2003.08.011|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.