斜角を有する鉄筋コンクリート壁式橋脚の破壊過程に関する解析的検討

抄録

Wall-type reinforced concrete piers have been broadly constructed out of urban area under space limitation. However the deformation capacity against earthquake should be evaluated appropriately as a function of the skewed angle. This paper aims to grasp the behavior of wall-type skewed piers under cyclic loading using the three dimensional fiber model analysis. As a result, it was found that the fiber mode l analysis could simulate the experimental results before failure of the longitudinal reinforcement.