Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2006.05a
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- Pages.202-205
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- 2006
New Technique of Earthquake Resistant Performance of Reinforced Concrete Infilled Shear Wall using New Materials and Advanced Detailing
신소재 및 성능개선 디테일을 활용한 철근콘크리트 골조면내 전단벽의 내진성능 개선기술
Abstract
Three reinforced concrete shear wall and infilled shear wall using retrofitting system were constructed and tested under both vertical and cyclic loadings, Experimental programs were carried out to evaluate and improve the seismic performance of such test specimens, such as the hysteretic behavior, the maximum horizontal strength, crack propagation, and ductility etc. under load reversals. All the specimens were modeled in one-third scale size. For specimens(RWAHC, RWXHC) designed by the improving of seismic performance using the high ductile fiber composite mortar, anchoring, and advanced detailing system for the reinforced concrete shear wall load-carrying capacities were increased
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