京杭运河的船闸设计研究

简要介绍京杭运河的建设情况,分析京杭运河船闸的总平面布置设计要点及船闸输水系统和主体机构的设计要点。     

The reconstruction of transportation and environmental infrastructure in rural areas

On March 11, 2011 a massive, magnitude 9.0 earthquake destroyed most of the rural areas along the Pacific Coast of eastern Japan, an area that had been facing issues of depopulation and aging even before the earthquake. In this paper I discuss reconstruction plans for depopulated rural areas from the perspectives of transportation infrastructure, residential areas, agriculture, forestry, fisheries, consensus building, and nature restoration. We must take a “backcasting” approach to sustainable development, one in which planning strategies lead to successful outcomes. An organizational and planning support platform is needed to build a consensus within an area.     

基于多层次模型的波函数法在凹域问题应用研究

波函数法（Wave Based Method，WBM）是近年来发展的基于间接 Trefftz 理论的结构—声辐射中频问题的一种重要方法。 WBM 函数收敛的充要条件是分析域为凸域。为提高使用 WBM 理论的应用范围和应用效率，根据多层次模型，提出了补域概念用于解决凹域问题。最后，以一个周边简支矩形薄板为例进行验证数值，计算结果表明了方法准确性和有效性。     

Hybrid analytic-FEM approach for dynamic response analysis of air-cushion vehicle skirts

Focused on the assessment method for dynamic behavior of the skirts of an air cushion vehicle (ACV), this paper proposes a hybrid analytic-FEM approach, within which the self-developed subroutine considers the transient skirt-water contacting force through suggested semi-analytical formula based on the empirical results from CFD simulations of the equivalent flat-plate model. The dynamic explicit algorithm of FEM is adopted to solve the large deformation problem of flexible skirts. The validity of the approach has been confirmed by comparing with previous numerical results as well as published experimental results of steady seal deformation tests at University of Michigan. Afterward, more simulations for demonstration cases are carried out to study the complex dynamic response of the skirts under different skirt-water contacting conditions. The proposed method can obtain more reliable results than traditional analytical method and be more efficient than fluid-structure interaction simulations, thus providing a practical balanced approach aiming at the dynamic response analysis for whole skirts and contributing to the skirts dynamics performance assessment of an ACV.     

组织及其"贫"信息建模方法

管理科学研究的对象是组织.组织是复杂的人机系统.组织的外部信息输入是设置组织的基准输入和全局目标的依据.现实组织的外部信息输入通常处于"贫"信息状况.本文提出基于相似关联分析的"贫"信息建模方法,同时据此构建一种SCGMsmv(1,1)模型.示例表明该模型精度高、计算量少,具有良好的应用前景.     

DISCRETE VARIABLE STRUCTURE CONTROL OF LINEAR TIME-INVARIANT SYSTEMS WITH TIME DELAY

IntroductionIn recentyears,many methods have been pro-posed for the design of time- delay control sys-tems[1,2 ] and criteria for the stability of time- delaysystems have been developed by many re-searchers[3 ,4] .Time delay in the control systemscan be divided into two classes on the whole.Oneis in measurement of system variables and calcula-tion for required control force,including physicalproperties of equipmentused in the systems or sig-nal transmission.The other is in control for actua-to…     

关于带闭链工业机器人的动力学建模研究

本文在以影响系数矩阵为基础进行带闭链机器人的动力学方程推导时，采用了符号一数值方法。在计算机上获得一，二阶影响系数矩阵和动力学方程中各矩阵元素的最简解近表达式，解决了当分支的广义坐标数不等于６时出现的长方形（奇异）矩阵求逆的解析表达问题。在ＶＡＸ机上偏制调试出了该方法应的软件，并应用于一个带单闭链地的的孤焊机械手的动力学建模。     

大伙房水库输水工程掺合料试验分析

在大伙房水库输水工程中使用的掺和料主要包括微硅粉和粉煤灰两种。作为隧洞断面岩石支撑和衬砌的重要手段之一——喷射混凝土支护,对TBM隧洞掘进机掘进进度和安全影响极大。喷射混凝土的性能以及可操作性在一定程度上取决于掺和料的品种、性能及掺量等。经过大量的现场试验和现场应用,取得很好的效果。     

粘性土中大直径钻孔灌注桩单桩沉降分析

根据大直径钻孔灌注桩在桥梁工程中应用研究,以及试桩静载荷试验和桩身应力测试结果,在单桩沉降分析计算理论系统分析的基础上,采用了杆系结构有限单元法与荷载传迭代法耦合的混合法.采用Fortran语言,编制了计算程序SPSA1.单桩沉降分析计算中,采用三直线模型考虑了桩身与桩周边界上的剪切滑移非线性;并改进了有限单元法中初应力迭代技术,以考虑荷载传递关系的软化特征.同时,就桩身材料非线性,对单桩沉降分析计算的影响进行了讨论.笔者的方法和成果,可以作为今后大直径钻孔灌注桩研究和相关规范修订时参考.     

桥头搭板受力特性及适应性

运用MARC软件,通过研编用户子程序模拟车辆的移动荷载,应用迭代接触算法Contact和单元生死技术模拟搭板与填土之间接触和脱空的不同受力状态,并基于均匀沉降和不均匀沉降两种地基模式,考虑搭板受力和变形的耦合,分析了搭板的受力特性和适应性。当脱空长度在1.08 m范围内时,板底弯拉应力值与完全弹性支承时相等,但随着脱空长度的继续增大而显著增大,完全脱空时板底弯拉应力与简支板相等,板底最大弯拉应力的荷载作用位置在桥台与1/2板长之间。搭板对地基沉降的适应性表现为:长度6 m的搭板适用于处理地基沉降在3 cm以内的桥头路段;8 m长度的搭板适用于处理地基沉降在4 cm以内的桥头路段,而10 m搭板适用于处理地基沉降在5 cm以内的桥头路段。