船舶力学
船舶力學
선박역학
JOURNAL OF SHIP MECHANICS
2003年
6期
116-129
,共14页
宋皓%彭兴宁%孙辉%崔维成%刘应中
宋皓%彭興寧%孫輝%崔維成%劉應中
송호%팽흥저%손휘%최유성%류응중
水弹性响应%超大型浮体%弹性地基梁模型
水彈性響應%超大型浮體%彈性地基樑模型
수탄성향응%초대형부체%탄성지기량모형
hydroelastic responses%very large floating structures (VLFS)%beam on elastic foundation (BOEF) model
如何快速而精确地估计箱式超大型浮体在波浪中的水弹性响应是设计中需要解决的一个重要问题.在所提出的各种简化分析方法中,弹性地基梁模型是最简单的.本文选择了四种弹性地基梁模型进行比较研究.它们分别称为A_Y_BOEF,T_BOEF,S_BOEF和A_BOEF模型.通过研究发现,由Suzuki和Yoshida提出的S Y BOEF模型显得太保守而不适合于实际应用,而其它三种模型是能够合理地估计箱式超大型浮体的水弹性响应的.相比而言,由S_BOEF模型延伸出的A_BOEF模型从概念上的一致性和精度方面都是最好的.弹性地基梁模型的最大优点是简单,可以很方便地在工程设计中应用.
如何快速而精確地估計箱式超大型浮體在波浪中的水彈性響應是設計中需要解決的一箇重要問題.在所提齣的各種簡化分析方法中,彈性地基樑模型是最簡單的.本文選擇瞭四種彈性地基樑模型進行比較研究.它們分彆稱為A_Y_BOEF,T_BOEF,S_BOEF和A_BOEF模型.通過研究髮現,由Suzuki和Yoshida提齣的S Y BOEF模型顯得太保守而不適閤于實際應用,而其它三種模型是能夠閤理地估計箱式超大型浮體的水彈性響應的.相比而言,由S_BOEF模型延伸齣的A_BOEF模型從概唸上的一緻性和精度方麵都是最好的.彈性地基樑模型的最大優點是簡單,可以很方便地在工程設計中應用.
여하쾌속이정학지고계상식초대형부체재파랑중적수탄성향응시설계중수요해결적일개중요문제.재소제출적각충간화분석방법중,탄성지기량모형시최간단적.본문선택료사충탄성지기량모형진행비교연구.타문분별칭위A_Y_BOEF,T_BOEF,S_BOEF화A_BOEF모형.통과연구발현,유Suzuki화Yoshida제출적S Y BOEF모형현득태보수이불괄합우실제응용,이기타삼충모형시능구합리지고계상식초대형부체적수탄성향응적.상비이언,유S_BOEF모형연신출적A_BOEF모형종개념상적일치성화정도방면도시최호적.탄성지기량모형적최대우점시간단,가이흔방편지재공정설계중응용.
Efficient and accurate estimation of mat-like VLFS's hydroelastic responses in waves is very important for the design. Within the category of simplified methods, the beam on elastic foundation (BOEF) model seems to be the simplest. In this paper, a comparative study is carried out to four BOEF models.They are denoted as S Y BOEF,T_BOEF,S_BOEF and A_BOEF models respectively. It is found that the S Y BOEF model proposed by Suzuki and Yoshida[11,12] are too conservative to be used but the other three BOEF models are able to predict the hydroelastic responses of VLFS in head seas reasonably.The A_BOEF model extended from S_BOEF model[20] by present authors [21] is regarded to be the best both in terms of consistency and accuracy.The BOEF model is very simple and efficient for calculation and is readily applied for practical design.