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Conference Paper: Effects of material strength on flexural ductility of reinforced concrete columns
Title | Effects of material strength on flexural ductility of reinforced concrete columns |
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Authors | |
Keywords | Axial load ratio Concrete strength Flexural ductility RC columns Steel strength |
Issue Date | 2009 |
Publisher | Research Publishing Services. |
Citation | The 7th International Conference on Tall Buildings (ICTB-7), Hong Kong, China, 29-30 October 2009. In Proceedings of the 7th International Conference on Tall Buildings, 2009, p. 495-502 How to Cite? |
Abstract | The flexural ductility of symmetrically reinforced concrete (RC) columns cast from normal- and highstrength materials has been numerically investigated based on the full-range moment-curvature analysis. In particular, the effects of axial load ratio, concrete strength and steel strength on the flexural ductility of RC columns are evaluated. Based on the numerical results obtained, it has been found that the flexural ductility of RC columns decreases with axial load ratio, concrete strength and steel strength. |
Description | Session - Concrete and Composite Structures (I) |
Persistent Identifier | http://hdl.handle.net/10722/127256 |
ISBN |
DC Field | Value | Language |
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dc.contributor.author | Bai, Z | en_HK |
dc.contributor.author | Au, FTK | en_HK |
dc.date.accessioned | 2010-10-31T13:15:02Z | - |
dc.date.available | 2010-10-31T13:15:02Z | - |
dc.date.issued | 2009 | en_HK |
dc.identifier.citation | The 7th International Conference on Tall Buildings (ICTB-7), Hong Kong, China, 29-30 October 2009. In Proceedings of the 7th International Conference on Tall Buildings, 2009, p. 495-502 | en_HK |
dc.identifier.isbn | 978-962-8014-19-4 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/127256 | - |
dc.description | Session - Concrete and Composite Structures (I) | - |
dc.description.abstract | The flexural ductility of symmetrically reinforced concrete (RC) columns cast from normal- and highstrength materials has been numerically investigated based on the full-range moment-curvature analysis. In particular, the effects of axial load ratio, concrete strength and steel strength on the flexural ductility of RC columns are evaluated. Based on the numerical results obtained, it has been found that the flexural ductility of RC columns decreases with axial load ratio, concrete strength and steel strength. | - |
dc.language | eng | en_HK |
dc.publisher | Research Publishing Services. | en_HK |
dc.relation.ispartof | Proceedings of the 7th International Conference on Tall Buildings | en_HK |
dc.subject | Axial load ratio | - |
dc.subject | Concrete strength | - |
dc.subject | Flexural ductility | - |
dc.subject | RC columns | - |
dc.subject | Steel strength | - |
dc.title | Effects of material strength on flexural ductility of reinforced concrete columns | en_HK |
dc.type | Conference_Paper | en_HK |
dc.identifier.email | Bai, Z: billbai@hku.hk | en_HK |
dc.identifier.email | Au, FTK: hrecatk@hku.hk | en_HK |
dc.identifier.authority | Au, FTK=rp00083 | en_HK |
dc.description.nature | link_to_OA_fulltext | - |
dc.identifier.doi | 10.3850/9789628014194_0066 | - |
dc.identifier.hkuros | 175854 | en_HK |
dc.identifier.spage | 495 | en_HK |
dc.identifier.epage | 502 | en_HK |
dc.publisher.place | Singapore | - |
dc.description.other | The 7th International Conference on Tall Buildings (ICTB-7), Hong Kong, China, 29-30 October 2009. In Proceedings of the 7th International Conference on Tall Buildings, 2009, p. 495-502 | - |