Response of cracked concrete interfaces subjected to reversed cyclic shear loading and the effect of water

Materials, Experimentation, Maintenance and Rehabilitation - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010

Volumn , Issue , 2006, Pages 525-530

  Gebreyouhannes, Esayas ^a   Kishi, Toshiharu ^a   Maekawa, Koichi ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

Bridge decks; Dilation; Reversed cyclic shear; Slip; Water

Indexed keywords

CYCLIC SHEAR; CYCLIC SHEAR LOADING; DILATION; ENVIRONMENTAL CONDITIONS; REINFORCING STEEL BAR; REVERSED CYCLIC LOADING; SHEAR RESISTANCE DEGRADATION; SLIP;

BRIDGE DECKS; CONCRETES; CRACKS; DETERIORATION; SHEAR FLOW; STRUCTURAL DESIGN; UNLOADING; WATER;

LOADING;

EID: 77949380172     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

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