| Title |
A Study on Flexural and Shear Behavior of the Structure with Steel Plate Concrete to Reinforced Concrete Member's Connection |
| Authors |
황경민(Hwang, Kyeong Min) ; 이경진(Lee, Kyung Jin) ; 이종보(Lee, Jong Bo) ; 원덕희(Won, Deok Hee) |
| DOI |
https://doi.org/10.12652/Ksce.2012.32.5A.267 |
| Keywords |
강판 콘크리트;면외 휨 거동;면내 전단 거동;반복하중;수직철근;수평철근;미겹침 이음길이 steel plate concrete;out-of-plane flexural behavior;In-plane shear behavior;cyclic loads;vertical bars;horizontal bars;non-contact lap splice |
| Abstract |
This paper describes the experimental study on the structural behavior of the joint plane between a RC(Reinforced Concrete) wall and a SC(Steel Plate Concrete) wall under out-of plane flexural loads and in-plane shear loads. The test specimens were produced with L and I shape to assess efficiently flexural and shear behavior of the structures. In order to consider dynamic loads such as earthquake, cyclic loading tests were carried out. As results of the out-of plane flexural tests, ductile failure mode of vertical bars was shown under a push load and the failure load was more than nominal strength of the specimen. And the latter test was performed to verify the variation which was composition presence of horizontal bars in the SC member. The test results showed that capacity of the specimens was more than their nominal strength regardless of composition presence of horizontal bars. |