Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 이강석 | - |
dc.date.accessioned | 2019-11-22T07:58:00Z | - |
dc.date.available | 2019-11-22T07:58:00Z | - |
dc.date.issued | 2019-05 | - |
dc.identifier.citation | JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING, v. 18, No. 2, Page. 128-138 | en_US |
dc.identifier.issn | 1346-7581 | - |
dc.identifier.issn | 1347-2852 | - |
dc.identifier.uri | https://www.tandfonline.com/doi/full/10.1080/13467581.2019.1603108 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/113681 | - |
dc.description.abstract | The purpose of this study is to investigate the applicability of the high-ductile fibre cementitious composite to develop seismically improved reinforced concrete columns. The high-ductile fibre cementitious composites were fabricated to exhibit high-ductile tensile strains as above 2.0% with sustaining the tensile stress after cracks and to develop multiplemicro-cracks while avoiding crack localisation. In order to seismically improve the reinforced concrete column, the precast box made of the high-ductile fibre cementitious composite was locally used at the flexurally critical region in the column plastic hinge zone, and the construction process was also proposed. In seismic capacity evaluation of the developed column, cyclical loading tests were carried out by using four column specimens fabricated. It was revealed, from experiments, that the developed reinforced concrete and the high-ductile fibre cementitious composite columns showed an improvement of the seismic capacity of the column as well as a minimisation of flexural and shear cracks in the bending critical region of the column. | en_US |
dc.description.sponsorship | This research was supported by research funds from Chosun University (2018). | en_US |
dc.language.iso | en_US | en_US |
dc.publisher | ARCHITECTURAL INST JAPAN | en_US |
dc.subject | Reinforced concrete | en_US |
dc.subject | composite column | en_US |
dc.subject | seismic capacity | en_US |
dc.subject | high-ductile fibre cementitious composite | en_US |
dc.subject | precast construction | en_US |
dc.title | Seismic-improved reinforced-concrete composite column using a high-ductile fiber cementitious composite precast box | en_US |
dc.type | Article | en_US |
dc.relation.no | 1 | - |
dc.relation.volume | 18 | - |
dc.identifier.doi | 10.1080/13467581.2019.1603108 | - |
dc.relation.page | 1-11 | - |
dc.relation.journal | JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING | - |
dc.contributor.googleauthor | Cho, Chang-Geun | - |
dc.contributor.googleauthor | Moon, Hyung-Ju | - |
dc.contributor.googleauthor | Kim, Ho-Yeon | - |
dc.contributor.googleauthor | Lee, Kang-Seok | - |
dc.relation.code | 2019036797 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DIVISION OF ARCHITECTURE | - |
dc.identifier.pid | ksleenist | - |
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