Prediction of Extreme Sea-State Encountered by Oceangoing Vessels

In order to determine the extreme sea-state encountered by oceangoing vessels,a method forthe prediction of wave parameters based on the data of long-term distribution sample is developed by useof the fitting approach with the Weibull probability functions and the power functions.As an example aspecial calculation result is given including the analysis of wave parameters for the data of the NorthAtlantic Basin and the computation of motion and load encountered by two container ships CSLR andCSBV in different loading conditions.All computation results are satisfactory compared with corre-sponding design results.     

混凝土试验中一类特殊问题的拟合方法研究

混凝土多轴疲劳试验样本因其含有大量的重复数据和试验数据离散性极大,因此许多传统的方程拟合方法都不适于这类特殊问题。对基于最小二乘法的多元线性或可化为线性的非线性拟合问题,对一切可能方程的求法进行了改进,并对各种方法进行了全面比较研究,最后找到了适用于混凝土疲劳这一类特殊问题拟合的R估计方法。利用相对较好的拟合方程查找异常值,然后据此分析异常值产生的原因,从而指导进一步的试验或者对异常值进行有效处理。     

一种基于小波包变换的纹理图像压缩算法

提出一种基于小波包变换与自适应混合量化的新图像压缩算法.该算法首先用小波包变换对纹理丰富的图像进行完全分解,并用一种与后续编码器相关联的成本函数(CostFunction)进行最佳小波包基搜索;然后依据图像内容,自适应确定小波包系数的扫描次序;再对小波包变换后的最低频子带进行DPCM无失真编码,对高频子带实施矢量量化编码;最后对所形成的二进制符号流进一步实施自适应算术编码.仿真实验结果表明:提出的小波包图像压缩算法是一种比较好的编码方案,其压缩效果不仅明显优于JPEG算法与SPIHT算法(特别是纹理图像),而且优于已有的其他小波包图像压缩算法.     

江苏沿海地区小波多尺度重力场特征与构造活动性分析

利用小波多尺度分析方法对江苏沿海地区重力场进行波场分离,得到多阶小波细节信息。通过对不同阶次小波细节进行分析研究,获得不同深度凹陷及隆起的空间展布情况,并推断研究区内7条深大断裂的走向及倾向,发现以兴化-大丰一带为界,北部断裂大部分走向为NNE向,倾向NW,且坡度较陡;南部断裂大部分走向NEE向,倾向SE,且坡度较缓,这种南北差异可能是下扬子对冲构造格局的反映。结合地震资料分析认为,地震分布与NE向和NEE向、NW向、近EW向（活动）断裂关系密切,东海-赣榆西北部和大丰港沿海一带断裂的活动性较强,应力场相对不稳定,发生地震的风险较高。     

An Efficient Hydrodynamic Model for Surface Waves

In the present study,a semi-implicit finite difference model for non-bydrostatic,free-surface flows is analyzed and discussed.The governing equations are the three-dimensional free-surface Reynolds-averaged Navier-Stokes equations defined on a general,irregular domain of arbitrary scale.At outflow,a combination of a sponge layer technique and a radiation boundary condition is applied to minimize wave reflection.The equations are solved with the fractional step method where the hydrostatic pressure component is determined first,while the non-hydrostatic component of the pressure is computed from the pressure Poisson equation in which the coefficient matrix is positive definite and symmetric.The advectiou and horizontal viscosity terms are discretized by use of a semi-Lagrangian approach.The resulting model is computationally efficient and unrestricted to the CFL condition.The developed model is verified against analytical solutions and experimental data,with excellent agreement.     

Non-Linear Response of Tethers Subjected to Parametric Excitation in Submerged Floating Tunnels

For the study of the non-linear response of inclined tethers subjected to parametric excitation in submerged floating tunnels,a theoretical model for coupled tube-tether vibration is developed.Upon the assumption that the static equilibrium position of the tether is a quadratic parabola,the governing differential equations of the tether motion are derived by use of the Hamilton principle.An approximate numerical solution is obtained by use of Galerkin method and Runge-kutta method.The results show that,when the static equilibrimn position of the tether is assumed to be a quadratic parabola,the tether sag effect on its vibration may be reflected;the tether sag results in the asymmetry of tether vibration amplitude;for the reduction of the tether amplitude,the buoyant unit weight of the tether should approach to zero as far as possible during the design.     

Numerical Simulation of Waves Interaction with A Submerged Horizontal Twin-Plate Breakwater

The numerical investigation of regular waves interacting with a submerged horizontal twin-plate breakwater is presented in this paper. A numerical model with an absorbing wave-maker is established based on the VOF method. The validity of the model is verified by experimental results. Comparisons between the numerical and experimental results show that both the water surface profiles and the wave-induced pressures can be modeled accurately. Wave deformation over the breakwater,water particle velocities aroun...     

辽北凡河群时代探讨兼论殷屯组的时代

辽宁北部地区凡河群源于斋藤林次的凡河系,其时代归属尚有争议。目前多数人将凡河群与蓟县地区的中、上元古界对比;殷屯组的时代则以暂置震且纪居主导地位。笔者稂据凡河群地史演化、所处大地构造位置、变质作用、含海相火山岩夹层、同位素年龄资料等综合因素分析;认为凡河群的时代以归属长城纪为宜,殷屯组时代归属蓟县纪较合适。     

Wave Breaking Phenomena of Irregular Waves Combined with Opposing Current

- Experimental study and theoretical analysis show that the critical value of relative wave height (H/ d)b given by Goda and the critical wave steepness (H/ L)b given by Michell and Miche can be adopted as the spilling breaking indices of regular waves. According to the same principle, a systematic theoretical analysis and experiment of irregular waves have been done by the authors in order to solve the breaking problem of irregular waves. It is indicated that the authors' method for determining wave breaking of regular waves can also be used for irregular waves.     

Multi-Objective Fuzzy Optimum Design Based on Reliability for Offshore Jacket Platforms

In consideration of the fuzzy constraint boundary and through analysis of structural reliability, a model of structural fuzzy optimum design is established based on reliability for offshore jacket platforms. According to the characteristics of offshore jacket platforms, the tolerance coefficient of the constraint boundary is determined with the fuzzy optimization method. The optimum level cut set which is the intersection of the fuzzy constraint set and fuzzy objective set, is determined with the bound search method, and then the fuzzy optimum solution to the fuzzy optimization problem is obtained. The central offshore platform SZ36-1 is designed with the fuzzy optimum model based on reliability; the results are compared with those from deterministic optimum design and fuzzy optimum design. The tendency of design variables in the above three methods and its reasons are analyzed. The results of an example show that the fuzzy optimum design based on reliability is stable and reliable.