Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Behavior of Continuous RC Deep Beams Supporting Bearing Walls

  • Lee, Han-Seon (Department of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Ko, Dong-Woo (Department of Arhitectural Engineering, Jeju National University)
  • Published : 2009.05.07
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Abstract

Continuous deep girders which transmit the gravity load from the upper wall to lower columns have frequently long end shear spans between the boundary of the upper wall and the face of the lower column. This paper presents the results of tests and analyses performed on three 1:2.5 scale specimens with long end shear spans, (the ratios of shear-span/height : 2.0

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