Please use this identifier to cite or link to this item: https://doi.org/10.1680/macr.55.6.525.37599
Title: Steel-reinforced concrete joints under reversal cyclic load
Authors: Swaddiwudhipong, S. 
Jiang, D.
Cheng, W.
Issue Date: Dec-2003
Citation: Swaddiwudhipong, S., Jiang, D., Cheng, W. (2003-12). Steel-reinforced concrete joints under reversal cyclic load. Magazine of Concrete Research 55 (6) : 525-535. ScholarBank@NUS Repository. https://doi.org/10.1680/macr.55.6.525.37599
Abstract: The performance of structural joints comprising built-up steel-reinforced concrete (SRC) columns connecting to reinforced concrete (RC) beams under reversal cyclic loads is described in this paper. Eight composite joint specimens were tested to failure. Three modes of failure, namely, bending failure in beam, bending-shear failure in beam and shear failure in beam and joint were observed. Test results indicated that energy dissipation capacity of the SRC joint depends on the modes of failure and the levels of axial load imposed on the column. The higher the level of axial force imposed on the column, the lower the energy dissipation capability but the larger shear capacity of the joint. An analytical model for the evaluation of the shear capacity of SRC joint taking into account the effects of the presence of steel section, stirrups, axial force in column and ductility demand is proposed. Analytical and experimental results show good agreement.
Source Title: Magazine of Concrete Research
URI: http://scholarbank.nus.edu.sg/handle/10635/66217
ISSN: 00249831
DOI: 10.1680/macr.55.6.525.37599
Appears in Collections:Staff Publications

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

WEB OF SCIENCETM
Citations

3
checked on Jul 25, 2018

Page view(s)

20
checked on Feb 25, 2018

Google ScholarTM

Check

Altmetric


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