Stress-strain behavior of high-strength concrete confined by ultra-high- and normal-strength transverse reinforcements

When high-strength concrete is used for reinforced concrete members subjected to seismic loading, it is more difficult to achieve ductile behavior of such members than when normal-strength concrete is used. In this paper, an experimental study of a number of quasi-static axial loading tests on high-...

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Bibliographic Details
Main Authors: Li, Bing., Park, R., Tanaka, H.
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2012
Subjects:
Online Access:https://hdl.handle.net/10356/95044
http://hdl.handle.net/10220/8359
http://www.concrete.org/PUBS/JOURNALS/OLJDetails.asp?Home=SJ&ID=10228
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Institution: Nanyang Technological University
Language: English