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

• المؤلفون الرئيسيون: Li, Bing., Park, R., Tanaka, H.
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2012
• الموضوعات: DRNTU::Engineering
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/95044; http://hdl.handle.net/10220/8359; http://www.concrete.org/PUBS/JOURNALS/OLJDetails.asp?Home=SJ&ID=10228
• المؤسسة: Nanyang Technological University

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-...