Journal of Navigation and Port Research 2012;36(3):215-223.
Published online April 30, 2012.
플로팅 함체의 강성변화에 따른 철골모멘트연성골조의 응답 특성
이영욱, 박정아, 채지용, 최지훈
Response Characteristics of the Steel Moment Resisting Frame According to the Stiffness Variation of Pontoon
Young-Wook Lee, Jeong-Ah Park, Ji-Yong Chae, Ji-Hun Choi
Abstract
To examine the interaction of the floating pontoon with a steel moment resisting frame, the static structural analysis is carried out, in which the pressure load are calculated from the forgoing fluid dynamic analysis ,varying the period of wave from 3 to 15 second and for 3 cases of depth of pontoon, 1.5, 2.0, 2.5m. As results, it has shown that RAO-pitch has the linear relationship with the increase of moment of the frame and the curvature of pontoon is reversely proportional to the stiffness of pontoon. By synthesizing these results, an estimation method is proposed, which predicts the moment of frame of the different depth of pontoon based on the analysis result of an arbitrary depth of a floating pontoon. The estimation result shows considerably good agreement, compared with the analysis result.
Key Words: floating pontoon;superstructure;stiffness variation;curvature;steel moment resisting frame
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