주철근비에 따른 고강도콘크리트보의 전단강도 특성The Effect of Longitudinal Steel Ratio on Shear Strength of Reinforced High Strength Concrete Beams
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 김진근 | - |
| dc.contributor.author | 박연동 | - |
| dc.date.accessioned | 2013-03-14T03:40:28Z | - |
| dc.date.available | 2013-03-14T03:40:28Z | - |
| dc.date.created | 2012-02-06 | - |
| dc.date.issued | 1992-04 | - |
| dc.identifier.citation | 1992 한국콘크리트학회 봄 학술대회, v., no., pp.131 - 136 | - |
| dc.identifier.uri | http://hdl.handle.net/10203/104893 | - |
| dc.description.abstract | Eight singly reinforced high strength concrete beams without web reinforcement were tested to investigate their behavior and to determine their ultimate shear capacities. In this study, the main variable was the ration of longitudinal reinforcement. Test results were compared with strength predicted by using ACI code, Zsutty's dquation and Bazant & Kim's equation. As the result, for the beams of low steel ratio, the margin of safety in ACI code may be disappeared. It was shown that Zsutty.s equation well predict the trend of the test data. | - |
| dc.language | KOR | - |
| dc.publisher | 한국콘크리트학회 | - |
| dc.title | 주철근비에 따른 고강도콘크리트보의 전단강도 특성 | - |
| dc.title.alternative | The Effect of Longitudinal Steel Ratio on Shear Strength of Reinforced High Strength Concrete Beams | - |
| dc.type | Conference | - |
| dc.type.rims | CONF | - |
| dc.citation.beginningpage | 131 | - |
| dc.citation.endingpage | 136 | - |
| dc.citation.publicationname | 1992 한국콘크리트학회 봄 학술대회 | - |
| dc.identifier.conferencecountry | South Korea | - |
| dc.identifier.conferencecountry | South Korea | - |
| dc.contributor.localauthor | 김진근 | - |
| dc.contributor.nonIdAuthor | 박연동 | - |
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