1) VLFS
超大型浮体
1.
Comparison of two numerical methods for prediction of hydroelastic responses of VLFS on 2D mild variable bottom;
底部呈二维缓变情况下超大型浮体水弹性响应的两种计算方法比较
2.
Experimental research on hydroelasticity on box-typed flexible VLFS in waves;
箱式超大型浮体的水弹性模型试验
2) very large floating structures
超大型浮体
1.
A time domain finite element method(FEM) for analysis of transient elastic response of a very large floating structures(VLFS) subjected to arbitrary time-dependent external loads was presented and the proposed finite element procedure was validated by comparing the numerical results with available experimental data.
建立了分析任意动力外荷载作用下超大型浮体瞬态弹性响应的时域有限元方法,并通过已有的试验数据对该方法进行了验证。
3) mat-type VLFS
箱式超大型浮体
1.
A function expansion method as in Liu et al (2007) is used to formulate the mat-type VLFS floating on the wave surface over uneven sea bottom.
采用作者们(2007)提出的函数展开法描述箱式超大型浮体漂浮在不平底部海域中的水弹性响应问题。
4) Very Large Floating Structure
超大型浮体结构
1.
Analysis of Hydroelastic Responses of Very Large Floating Structure by Use of Sandwich Grillage Model.;
超大型浮体结构水弹性响应的梁板模型分析
2.
Analysis of Hydroelastic Responses of Very Large Floating Structure (VLFS) by Use of Plate Model;
超大型浮体结构水弹性响应的板模型分析
5) box-type VLFS
箱式超大型浮体结构
6) very large floating structure
大型浮体
1.
The frequency-domain-analysis methods for hydroelasticity of very large floating structures are discussed and reviewed.
对大型浮体水弹性响应的频域计算方法做了综述和介绍。
2.
The frequency domain analysis methods for hydroelasticity of very large floating structures are discussed and reviewed in the paper.
本文对大型浮体水弹性响应的频域计算方法做了综述和介绍。
补充资料：浮体
浮体
floating body
fUti浮体(floating body)飘浮于液体表面的物体。浮体一方面受到重力的作用，同时又受到周围液体对它的作用力。液体对浮体的作用力的合力称为浮力。浮力的方向是竖直向上的，大小等于被物体排开的液体的重量，作用线通过排开液体体积的形心，又称为浮心。这就是著名的阿基米德原理。当物体所受向上的浮力与向下的重力大小相等、且物体的重心与浮心在同一条垂线上时，浮体是平衡的。浮体受到外界扰动(如风浪的作用)后会发生倾斜，在外界扰动消失后，浮体回复到原来平衡状态的能力，称为平衡的稳定性。浮体在平衡时和微倾后两位置时浮力作用线的交点M称为定倾中心，当材点高于重心C点(如图a所示)，重力与倾斜后的浮力构成一个使浮体恢复到原来平衡位置的转动力矩，浮体处于稳定平衡。反之(如图b所示)，则上述两力将构成一个使浮体有更加倾倒趋势的转动力矩，、浮体处于不稳定平衡。a)稳定(b)不稳定浮体(张庄)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条