AI Summary & Key Takeaways
AI InsightNumerical results are obtained for two different approaching velocity one of which is normal operational and the other is accidental.
📌 3 Key Takeaways
Abstract
The purpose of this paper is to present a non-linear analysis of the berthing problem for flexible marine structures. Berthing structure is considered to be the bottom supported rigid platform. Bottom supporting members and fenders are represented by non-linear springs. Damping forces are considered as the function of velocity and the hysteretic character offender is included in the analysis. The Wilson-0 method with the concept of state vector is employed for numerical solution of the problem. Numerical results are obtained for two different approaching velocity one of which is normal operational and the other is accidental.
Özet
Bu yazının amacı, esnek deniz yapılarında yanaşma probleminin bir analizini sunmaktır. Yanaşma yapısı, alttan destekli rijid platform olarak düşünüldü. Alttan destekleyen elemanlar ve usturmaçalar, lineer yaylar ile temsil edildi. Sayısal hesaplamalarda Wilson-0 metodu, durum vektörü kavramıyla kullanıldı. Sayısal sonuçlar, biri normal diğeri kaza hızı olmak üzere, iki hız için elde edildi.