港口集装箱运输与区域经济发展互动关系研究——以长江三角洲港口群为例

利用生产函数增长模型及灰色关联分析方法,探讨了长三角地区港口集装箱吞吐量与区域经济之间的互动关系,定量计算两者之间存在的关联度及港口生产指标对于经济增长的贡献,对长三角港口群与区域经济协调发展进行针对性分析.     

A note on the use of correlation coefficients for assessing goodness-of-fit in spatial interaction models

The use of correlation coefficients to evaluate the accuracy of spatial interaction models is inappropriate unless such models have been fitted using least squares techniques. In other cases the correlation involves an implicit intercept value and a regression coefficient that may significantly modify the interaction model's estimates. Researchers have not acknowledged the role of these two parameters when the correlation is used. A generalized root mean square error is proposed as an alternative indicator of accuracy that may be used with any model.     

重庆市两江新区疏唐互通立交方案设计浅析

重庆市两江新区基础设施快速建设,港口、码头、铁路、公路、城市道路之间相互交叉影响,以疏唐互通立交为例,浅述如何解决各项基础设施建设之间的矛盾,确保项目的顺利实施。     

港城路横断面设计的主要影响因素分析

外高桥地区的港城路作为长江西路隧道浦东的对接工程,有其独特的交通使命。该文通过对港城路现状建设条件、规划要求,以及交通需求进行分析论证,提出了有利于近远期结合的横断面方案,减少远期废弃工程。     

装配式梁桥横向协同工作性能度量指标的研究

为了表征运营期间装配式梁桥的横向协同工作性能,提出了一种间接度量指标——相邻预制梁间的应变相关系数;同时建立了装配式梁桥的简化力学模型,通过推导建立了该指标的解析表达式。理论分析和数值仿真研究表明,在保证足够的样本长度条件下,交通流荷载趋向统计稳定,此时结构特性成为该度量指标的唯一影响因素,证明了该指标具备表征装配式梁桥横向协同工作性能的条件。     

圆形钢筋混凝土桩局部破除后抗弯能力计算及应用

深基坑工程中常常出现围护桩成桩垂直度偏差以致侵入主体结构限界的现象，为保证后续主体结构尺寸符合要求，需要对侵限部位进行凿除，进而导致其抗弯承载能力下降。针对圆截面桩体局部凿除后的抗弯承载能力计算问题，基于二次逼近法，建立圆形钢筋混凝土桩局部破除后正截面抗弯承载能力计算方法，结合实际工程分析围护桩局部破除后对基坑围护结构体系的安全性影响。结果表明： 桩身局部破除后，纵向受力钢筋切断和桩身截面面积的减小将导致桩身正截面抗弯能力快速下降；依托工程中800 mm 的围护桩，凿除18 cm 厚度（含切断6根主筋）后，其正截面抗弯能力下降至原设计值的55%，剩余承载力已不能满足安全支护的要求，需进行加固处理。     

Ship appearance optimal design on RCS reduction using response surface method and genetic algorithms

Radar cross section (RCS) reduction technologies are very important in survivability of the militarynaval vessels. Ship appearance shaping as an effective countermeasure of RCS reduction redirects the scatteredenergy from one angular region of interest in space to another region of little interest. To decrease the scatteringelectromagnetic signals from ship scientifically, optimization methods should be introduced in shaping design.Based on the assumption of the characteristic section design method, mathematical formulations for optimalshaping design were established. Because of the computation-intensive analysis and singularity in shapingoptimization, the response surface method (RSM) combined genetic algorithm (GA) was proposed. The poly-nomial response surface method was adopted in model approximation. Then genetic algorithms were employedto solve the surrogate optimization problem. By comparison RCS of the conventional and the optimal design,the superiority and effectiveness of proposed design methodology were verified.Ky words: radar cross section (RCS); characteristic section design method; response surface method; genetic algorithm (GA) was proposed. The polynomial response surface method was adopted in model approximation. Then genetic algorithms were employed to solve the surrogate optimization problem. By comparison RCS of the conventional and the optimal design, the superiority and effectiveness of proposed design methodology were verified.     

基于MATLAB与LabVIEW的回波信号处理与分析

针对MATLAB与LabVIEW软件的不同特性,提出利用编程实现和虚拟实验相结合的方式对某声纳接收到的回波信号进行处理。信号的处理与分析是MATLAB与LabVIEW的强项,用户可以很轻松地构建各种复杂的信号处理与分析系统,操作简便,并且形象直观,大大提高了信号处理与分析的能力、精度和效率。     

高速双体船斜浪中运动响应及连接桥波浪载荷预报

应用二维时域格林函数法对二维半定解问题进行了求解,应用发展的二维半理论和程序对WP60高速穿浪双体船在斜浪中的垂荡、纵摇、横摇和垂向加速度等运动响应及连接桥结构的波浪载荷进行预报,并把理论计算结果与模型试验结果及其它程序计算结果比较分析,初步验证了文中方法和程序在预报高速双体船运动及载荷性能中的适用性.     

路堤上运行的高速列车在侧风下的流场结构及气动性能

强侧风产生的气动力时高速列车的运行安全性有显著的影响。基于三维、定常、不可压N-S方程以及k-ε双方程湍流模型,采用有限体积法,对侧风作用下路堤上运行的高速列车进行数值模拟计算,所模拟的列车时速达350 km。通过分析侧风条件下列车周围的流场结构,得到了风速、车速与气动力之间的变化关系。研究结果表明,尽管所计算的列车外表几何形状简单,但其流场仍然非常复杂,列车背风侧将产生数个漩涡,漩涡的位置随车速、风速发生变化。车辆气动力随风速、车速的增加而逐渐增大。头车所受倾覆力矩最大,且其增长率也最大。