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김환표,구강현,김병철,유이슬,임성순 한국구조물진단유지관리학회 2012 한국구조물진단학회 학술발표회논문집 Vol.2012 No.1
This study presents the comparison or distribution of the dynamic responses with or without soil-structure interaction. As a result, the maximum dynamic displacements and member forces of the suspension bridge with the soil-structure interaction (SSI) are larger than those without SSI. Therefore, the SSI analysis of suspension bridge must be performed more exactly to represent its dynamic responses.