Determination of Partial Factors of Breast Wall on Top of Sloping Breakwater

- By applying the theory of structural reliability, reliability analyses for the stability of a breast wall on the top of a sloping breakwater are carried out. Based on the analyses, the method for determining partial action / load factors and partial resistance factors of breast walls is expounded, and the design expressions with partial factors are given. The values of partial action / load factors and partial resistance factors are recommended preliminarily according to the computation for breast walls with typical cross-sections.     

多层感知机分类器行为延拓线性分析及其应用

严谨的线性判别函数与判别面的理论 ,适用于线性阈值 (MP模型 )神经元分类行为分析。本文将此理论扩展到非线性 sigmoid神经元 ,分析了用来解决模式分类问题的、由 sigmoid神经元构成的单隐层 MLP(多层感知机 )的内部行为 ;并通过一系列近似推理与实验验证 ,提出了将隐层权重矢量初始值均匀地分布在权重空间的一个圆 (超球面 )上的方法。针对几个困难的分类问题的实验表明 ,该方法抓住了 MLP分类器内部行为的重要特征 ,它使 MLP分类器跨越了可能存在的学习难点 ,把学习起点放在达到目标较简便的路经上。此方法在理论上简单直接 ,应用上方便有效 ,具有一定的普遍性。     

双层BP人工神经网络连接权值的性质

从理论上分析和探讨具有Ｓ型连结函数的双层ＢＰ网络连接权值和阈值的性质，并进行实例验证，本文有助于神经网络内部行为的研究。     

Test Study on Erosion and Siltation Patterns of Sandy Bottom Before Mound Breakwater Under the Effect of Waves

In this paper, the effect of waves on erosion of the sandy bottom before mound breakwaters is studied. The sandy bottom basically presents two erosion patterns, between which there is a transitional state, under the action of partially standing waves. The two erosion patterns can be determined by dimensionless parameter Us, defined in this paper. The erosion locations, depths and lengths can be estimated by a series of equations presented in the text. Irregular waves are employed in the test besides regular waves, and the effect of the irregular waves can be estimated by the element of equivalent waves, such as T1/3, H1/3.     

Wave Uplift Forces on the Bottom of a Circular Cylinder

The analysis of the data of model tests of two large deep wharves and monographic experimental studies show that two aspects are to be improved so as to predict the wave uplift forces on the bottom of a circular cylinder. The first aspect is the uplift pressure distribution on the bottom, and the second is the correct determination of the phase for maximum horizontal wave forces. The second problem has been solved. Synthesizing the results of theoretical analysis and experiments, we suggest a diagram for the determination of the phase when the maximum horizontal wave force appears. On the basis-ef the diagram the simultaneous wave uplift forces can be obtained for the structural stability analysis.     

海洋学家胡敦欣

胡敦欣，男，山东省即墨市人，1936年10月生。中国科学院海洋研究所研究员，学术委员会主任，博士生导师。青岛海洋大学兼职教授，美国OldDominion大学兼职教授。1961年毕业于山东海洋学院海洋系。1966年中科院海洋研究所研究生毕业。1979－1982年作为访问学者赴美国麻省理工学院、伍兹霍尔海洋研究所和华盛顿大学学习和研究。历、现任国际学术组织如：“国际地圈-生物圈计划”（IGBP）、“全球海洋通量联合研究”（JGOFS）和“陆海相互作用”（LOIC）等科学委员会委员共6职。现任全球变化东亚区域研究中心副主任，JGOFS中国委员会…     

海洋化学家陈国华教授

陈国华，男，1938年2月生，浙江建德人，汉族。1960年毕业于山东大学化学系。现任青岛海洋大学化学系教授，海洋化学专业博士牛导师，中国海洋湖沼海洋化学分会常务理事，山东省化学学会胶体与界面化学专业委员会委员。长期从事海洋化学专业教学工作及海洋物理化学方面研究，他是山东省1988年首批科学技术优秀拔尖人才，1995年又被山东省委、省政府授予第四批科学技术优秀拔尖人才称号。1988年获中华人民共和国人事部授予国家有突出贡献中青年专家称号。1991年曾被山东省教委、省科委等部门评为山东省高等学校先进科技工作者。享受国务院政…     

IEEE-488与非标准仪器接口连接

IEEE—488接口总线,是计算机与外部设备、仪器连接的通用标准并行接口,它要求被连接的仪器具有EEEE—488标准的接口。本文讨论,如何把它与非IEEE—488标准的仪器接口相连接。 首先,要研究非标准的仪器接口,找出它与IEEE—488标准的异同。必要时,应改焊此仪器的接口插头线端,使那些主要信号线功能与IEEE—488要求一致的线端处于与IEEE—488插口线端对应的位置,而功能不相容者不用。然后,试运行IEEE—488接口卡上EPROM中已有程序。必要时,应把三线联络方式改为西线、一线或零钱联络,并根据卡上I/O芯片功能自编连接子程序。这对所用IEEE—488接口卡的功能是一种扩充。 本文具体介绍了用此方法如何将TCH—瞬态仪与APPLEⅡIEEE—488接口卡连接,构成一个较强功能的高速瞬态信号采集与处理系统。     

Stability Analysis of Bohai Oil-Drilling Ship No. 6 Under Static and Cyclic Loads

- This paper presents a procedure to calculate the safety factor against sliding of a marine gravity structure subjected to a combination of static and cyclic loads. This procedure claculates the stress at the sliding surface by the finite element method (FEM) and takes the dynamic properties of clay into account. With this procedure, the stability of a Bohai oil-drilling ship is analyzed. The calculated safety factor is much smaller than 1, indicating that this oil-drilling ship would fail just as what had happened to it.     

An Improved Nearshore Wave Breaking Model Based on the Fully Nonlinear Boussinesq Equations

This paper aims to propose an improved numerical model for wave breaking in the nearshore region based on the fully nonlinear form of Boussinesq equations. The model uses the k equation turbulence scheme to determine the eddy viscosity in the Boussinesq equations. To calculate the turbulence production term in the equation, a new formula is derived based on the concept of surface roller. By use of this formula, the turbulence production in the one-equation turbulence scheme is directly related to the difference between the water portide velocity and the wave celerity. The model is verified by Hansen and Svendsen‘s experimental data (1979) in terms of wave height and setup and sctdown. The comparison between the model and experimental results of wave height and setup and setdown shows satisfactory agreement. The modeled turbulence energy decreases as waves attenuate in the surf zone. The modeled production term peaks at the breaking point and decreases as waves propagate shoreward. It is also suggested that both convection and diffusion play their important roles in the transport of turbulence energy immediately after wave breaking. When waves approach to the shoreline, the production and dissipation of turbulence energy are almost balanced. By use of the slot technique for the simulation of the movable shoreline boundary, wave ranup in the swash zone is well simulated by the present model.