驼峰堰临界淹没度（hs／H0）cr计算探讨

本文从数学力学原理出发，对驼峰堰淹没流太判别进行探讨，得到了驼峰堰临界淹没度（ｈｓ／Ｈ０）ｃｒ的理论计算式，可供实际工程参用。     

格蕴涵代数中的格蕴涵代数方程

根据逻辑代数方程理论,提出了格蕴涵代数方程的概念.讨论了格蕴涵代数L中的几种基本类型的一元格蕴涵代数方程,给出了方程的可解性判别条件.在此基础之上,证明了方程的解集构成L的凸子格.     

高斯方程在土石方调配计算中的应用

介绍了国外一种承包工程中采用的高斯（CROSS）方程计算挖方或填方的方法。     

L2空间内的抛物函数展开

本文根据经典的本征函数展开理论,推导了任意平方可积函数空问内的抛物函数展开式,并且给出了一个展开实例,作为对理论的验证。本文结果可应用于求解与电磁散射和天线有关的一类问题中。     

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将交通流模型表示成拟线性一阶双曲型偏微分方程组;按照方程组中的系数值，对交通流的各种宏观模型进行了分类;依据特征线的特征速度是否小于宏观运动速度，模型是否依赖外来的速度一密度平衡关系以及模型代表的交通流特点等三项指标对模型进行了评价.结果表明有三种比较理想的交通流模型.     

Thomas—Fermi—Dirac方程的两点边值问题

建立了量子力学中的Ｔｈｏｍａｓ－Ｆｅｒｍｉ－Ｄｉｒａｃ方程，得到了孤立中性原子和正离子情形的边值问题解的存在性。     

Simultaneous modeling of individuals’ duration and expenditure decisions in out-of-home leisure activities

In this paper, we propose an activity model under time and budget constraints to simultaneously predict the allocation of time and money to out-of-home leisure activities. The proposed framework considers the activity episode level, given that the activity is scheduled. Thus, the model considers the decision of the quantities for duration and expenditure spent during the activity. We use a flexible utility function and show how the simultaneous equations can be estimated by using structural equations model (SEM) estimation techniques to handle the endogeneity problem of time and expenditure. The estimation results are based on a large national leisure diary data set collected in 2008 in the Netherlands, which provides detailed information about time and money spent as well as timing and location attributes of the activities. The analysis reveals that socio-demographics, travel party, timing and location variables influence the duration and expenditure of activity episodes. It shows that various socio-demographic groups display different preferences in terms of the time and money spent on activities. The results also indicate substitution relationships between spending more time and money for various activity categories. Thus it is concluded that the analysis provides useful results for a better understanding of combined time and money allocation decisions for leisure activities.     

Time-domain structural analysis during block turnover and lifting using 2D flexible multibody dynamics

Ship construction involves the assembly of several blocks on a dock. When a block is lifted using a crane, it undergoes deformation. Until now, structural analysis has been applied in a few cases to evaluate the stress on such blocks. Therefore, this study proposes an evaluation method for time-domain stress using 2D flexible multibody dynamics. We adopt the discrete Euler-Lagrange equation to achieve robustness during the numerical integration of problems that involve high stiffness. We formulate the equations of motion of 2D shell elements based on the absolute nodal coordinate formulation, which is an efficient analysis technique for nonlinear and large deformation cases. We also derive the two types of kinematic constraints (ball and fixed joints) between the rigid and shell element, which can be attached to an arbitrary point. Based on the theories, we develop the program to build models, including 2D flexible multibody dynamics and several joints, and to solve the equations of motion efficiently. As a result, it is successfully applied to the dynamic analysis of the block turnover by a gantry crane and the block lifting by a floating crane. The von-Mises stresses that change over time are compared to the maximum yield stress and analyzed according to the wave direction.     

Simplified analysis for estimation of the behavior of a submerged floating tunnel in waves and experimental verification

To achieve rational design in waves for a submerged floating tunnel which has emerged as a new offshore transportation infrastructure, it's necessary to understand its hydrodynamic behavior. For simple but accurate estimation of hydrodynamic forces, a theoretical method is proposed and the tests with physical models in a wave flume were carried out for verification. Morison's equation was used to estimate wave loads composed of inertia force and drag force. Forces calculated by applying the linear wave theory to Morison's equation coincided well with those measured by the tests. The test results showed that mooring systems played a significant role in the movement of the submerged floating tunnel in waves. A pendulum model could be used to describe the motion of the submerged floating tunnel with a single vertical mooring. Based on the verified relations, a simple slack condition which causes the submerged floating tunnel to be unstable was also proposed. The simplified approach proposed by this study proved to be useful in designing the submerged floating tunnel in the initial stage.