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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| Main Authors: | , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2012
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| 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 |