This study addresses to evaluate the reaction of bridge support in associate with analytical parameters of skew angle and radius of curvature in curved bridge, which results in the finding of weakest point in dynamic analysis. It was found from the analysis that reaction at the support of acute angle area located at inner side of curved bridge has the lowest value which means the possibility of negative reaction when seismic load happens.

• 김상철(한서대학교 토목공학과 교수) | Kim, Sang-Chel
• 김연태(서울과학기술대학교 건설시스템공학과 교수) | Kim, Yun-Tae
• 박성렬(서울과학기술대학교 건설시스템공학과 석사과정) | Park, Seong-Ryel