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장재운 ( Jang Jae Woon ),윤지현 ( Yooa Ji Hyun ),김상효 ( Kim Sang Hyo ),안진희 ( Ahn Jin Hee ),이상우 ( Lee Sang Woo ) 한국구조물진단유지관리공학회 2009 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.13 No.2
This paper presents behaviors of PSC Integral Abutment Bridge having simple span considering skewing effects. The main object of this study is to evaluate the behavior of H-pile foundation on skewed integral abutment bridge by carrying out parameter studies. A coupling moment can be occurred on the bridge because of soil pressure acting on an abutment when skew is increasing. From the analysis results, combined stress, shear stress and displacement on an acute and obtuse angle parts are identified to confirm the coupling moment.