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. (1391). Ductility of high strength concrete in bending with or without confinement. , 36(1), 103-109. doi: 10.22099/ijstc.2013.650
. "Ductility of high strength concrete in bending with or without confinement". , 36, 1, 1391, 103-109. doi: 10.22099/ijstc.2013.650
. (1391). 'Ductility of high strength concrete in bending with or without confinement', , 36(1), pp. 103-109. doi: 10.22099/ijstc.2013.650
. Ductility of high strength concrete in bending with or without confinement. , 1391; 36(1): 103-109. doi: 10.22099/ijstc.2013.650

Ductility of high strength concrete in bending with or without confinement

Iranian Journal of Science and Technology Transactions of Civil Engineering
شناسنامه علمی شماره، دوره 36، شماره 1، فروردین 2012، صفحه 103-109    اصل مقاله (508.88 K)
شناسه دیجیتال (DOI): 10.22099/ijstc.2013.650
چکیده
One of the important principals of RC structural design in earthquake regions is ductility considerations, which need a different design approach. In this paper, the parameters affecting high strength concrete HSC are considered and the tools (tables and curves) are prepared for ductile design of reinforced HSC bending sections. Using these tools, it is possible to easily and safely design for ductility of singly and doubly reinforced flexural confined and unconfined HSC sections. The worked examples are also presented
کلیدواژه‌ها
ductility؛ flexural section؛ HSC؛ confined or unconfined concrete
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