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2013 한국구조물진단유지관리공학회 가을 학술발표 논문집 (2013.10)
pp.584-585
pp.584-585
한국구조물진단유지관리공학회
(The Korea Institute For Structural Maintenance and Inspection)
초록
In this study, an experimental study to investigate the shear friction behavior of the SC Wall to RC slab connection was carried out. The maximum shear friction capacity and failure mode were examined, and the results were also compared with theoretical value. Finally, the results are to be used for the basic reference of the design guideline(draft) for the RC-SC connection.
저자
