三峡坝区河势演变与水流特性的研究

给出了三峡坝区河势演变与水流动力特性变化的试验研究成果     

基于自适应可变权重的铁路继电器机电参数融合方法研究

铁路继电器性能优劣直接影响铁路系统的正常运行.为分析铁路继电器长期动作造成的性能退化,研究一种融合继电器机械参数和电参数的方法来综合反映继电器性能状态.利用熵权法分析继电器性能参数所含退化信息量,客观确定参数基础权重.根据性能参数退化特征,引入考虑关键参数优化差异的劣化参数凸显因子和异常趋势惩罚因子,对基础权重进行优化...     

松花江佳木斯悦来航电枢纽坝址选择

采用正态物理模型水流试验研究方法,对两坝址枢纽总体布置4个设计方案的泄流能力、通航水流条件等控制要素进行分析。根据试验研究成果,对两坝址设计方案进行优化试验研究,分别提出两坝址枢纽总体布置推荐方案。文章从枢纽泄流能力、通航建筑物水流条件、主要水工建筑物相对位置、船闸引航道口门区及连接段航道线型对通航水流条件的影响、电站出力等因素进行比较分析,提出了合理可行的推荐坝址方案。     

溃坝问题的数值仿真和实验(英文)

In this paper, two novel numerical computation methods are introduced which have been recently developed at Research Institute for Applied Mechanics ( RIAM ), Kyushu University, for strongly nonlinear wave-body interaction problems, such as ship motions in rough seas and resulting green-water impact on deck. The first method is the CIP-based Cartesian grid method, in which the free surface flow is treated as a multi-phase flow which is solved using a Cartesian grid. The second method is the MPS method, which is a so-called particle method and hence no grid is used. The features and calculation procedures of these numerical methods are described. One validation computation against a newly conducted experiment on a dam break problem, which is also described in this paper, is presented.     

溃坝模拟的光滑粒子流体动力学方法及其粘性特性(英文)

Smoothed particle hydrodynamics (SPH) is a Lagrangian meshless particle method. It is one of the best method for simulating violent free surface flows in fluids and solving large fluid deformations. Dam breaking is a typical example of these problems. The basis of SPH was reviewed, including some techniques for governing equation resolution, such as the stepping method and the boundary handling method. Then numerical results of a dam breaking simulation were discussed, and the benefits of concepts like artificial viscosity and position correction were analyzed in detail. When compared with dam breaking simulated by the volume of fluid (VOF) method, the wave profile generated by SPH had good agreement, but the pressure had only reasonable agreement. Improving pressure results is clearly an important next step for research.     

改装船船体总段码头临时系泊设计

文章有针对性地对船体总段码头临时系泊设计进行探讨,依据系泊负荷计算结果进行系泊属具(如:带缆桩、导缆孔、缆绳)的设置,以及带缆桩、导缆孔下面船体结构的强度校核,为今后类似设计提供了参考。文章对于使用类似方法进行船舶建造的船体总段码头临时系泊也具有参考价值。     

高填土路堤下涵洞受力特性与减荷研究

针对高填土涵洞出现的工程病害和设计难题,通过有限元计算分析和大型工程试验检测,对高填土涵洞的结构与填土和地基间的变形规律、涵洞结构的受力特性及减荷措施进行了系统研究,其结论对高填土涵洞的设计、施工具有实用价值。     

有限体积法在一维平底溃坝问题研究中的应用

以一维平底溃坝问题为例,讨论了有限体积法的应用。从溃坝基本方程入手,采用Roe方法计算界面数值通量,采用空间一阶、时间二阶格式（预测校正二步格式）计算溃坝问题,得到了满意的结果。     

热失重法在快速甄选汽油清净剂中的应用

阐述了依据清净剂及加剂汽油的热稳定性预测发动机沉积物控制的可行性.用热失重法(TGA)从8款清净剂中挑选两款特定热稳定性的清净剂,分别按规定浓度添加在汽油中对两台试验车进行1 200 km道路试验.结果表明,这两款清净剂控制CCD,IVD及PFID的实际效能与TGA预测效能基本吻合,因此认为TGA法能有效取代清净剂台架...     

地震作用下框架-复合墙结构弹塑性内力计算

框架-复合墙结构是以框架和密肋复合剪力墙共同承担水平地震作用的新型组合式双重抗侧力体系,合理计算弹塑性阶段框架与复合墙的内力是决定大震下结构体系安全性能的关键问题之一.根据6榀典型密肋复合墙试验数据,建立了复合墙体指数式刚度退化模型,量化了墙体在各变形阶段的刚度退化系数.在对比复合墙与框架、混凝土墙、砌体墙刚度退化规律的基础上,分析了复合墙刚度退化对结构受力性能的影响,提出了弹塑性阶段框架-复合墙结构地震内力的实用计算方法,并通过具体算例讨论了结构内力的变化情况.研究结果表明：弹塑性阶段,框架与密肋复合墙刚度退化速度比值呈非线性关系,框架分担总地震剪力的比例增加,但其绝对剪力值增加幅度并不明显;考虑弹塑性阶段复合墙的刚度退化,更好地符合了地震下框架-复合墙结构的实际受力情况.