随机减量法识别转向架构架的频率

随机减量法是一种随机激扰下的模态参数识别方法。在实际线路上对CW-200转向架构架的振动加速度进行了测量,并依据随机减量法对测得的加速度数据进行了构架的三阶刚体模态的识别,得到了三阶刚体模态对应的频率。证实了随机减量法识别构架模态参数的可行性。     

Segmentation of complex objects'' sonar images using parameter-fixed MRF model

The effective method of the recognition of underwater complex objects in sonar image is to segment sonar image into target, shadow and sea-bottom reverberation regions and then extract the edge of the object. Because of the time-varying and space-varying characters of underwater acoustics environment, the sonar images have poor quality and serious speckle noise, so traditional image segmentation is unable to achieve precise segmentation. In the paper, the image segmentation process based on MRF (Markov random field) model is studied, and a practical method of estimating model parameters is proposed. Through analyzing the impact of chosen model parameters, a sonar imagery segmentation algorithm based on fixed parameters' MRF model is proposed. Both of the segmentation effect and the low computing load are gained. By applying the algorithm to the synthesized texture image and actual side-scan sonar image, the algorithm can be achieved with precise segmentation result.     

A dynamic CSTT model for the effects of added nutrients in Loch Creran, a shallow fjord

Despite a tendency for the complexity of physical–biological models to increase, simple coupled models remain useful for some applications and can provide insights into crucial links between physical and biological processes. This argument is illustrated with an account of a simple 3-box model intended to help assess the capacity of fjords to assimilate nutrients from fish farms. The model, a dynamic version of the UK “Comprehensive Studies Task Team” (CSTT) steady-state model for eutrophication, was applied to Loch Creran (Scottish Western Highlands) and was implemented using Stella 8 and tested using historical data from 1975 (before the installation of a salmon farm) and field data collected in 2003, during the period of operation of the farm. The model's biological state variables are chlorophyll, dissolved inorganic nitrogen (DIN) and dissolved inorganic phosphorus (DIP), and it includes a simple run-off model to convert rainfall into river discharge. The physical processes involved in exchange between the loch and the adjacent waters of the Firth of Lorne were parameterised as a constant daily exchange rate.Between 1975 and 2003, local inputs of nutrient increased but, despite this, there was little apparent increase in nutrient concentrations in the loch, and observed chlorophyll concentrations decreased substantially. Model simulations of chlorophyll and DIN agreed well with observations in 1975, as did DIN simulations in 2003. However, simulated chlorophyll was overestimated in 2003.Some of the agreement between observations and simulations come from the use of observed boundary conditions to force the model. However, even when boundary conditions are subtracted from simulations and observations, the simulations in most cases retain a significant correlation with observations, demonstrating that the model's ‘interior’ processes do add to its ability to replicate conditions in the loch.     

Interaction study of train-bridge-track systems using Maxwell model

The investigation of problems related to the interaction of train, bridge and track systems has been accelerated by the emergence of high-speed trains. Such studies are required, not only for the endurance issues regarding bridge and tracks, but to assure trains' functionality and performance. The suspension mechanism of train systems is of prime importance in defining the functionality of high-speed trains, and accurate mathematical models of the mechanism are imperative. This paper introduces a numerical technique for an interaction study of train-bridge-track systems based on Maxwell (three-element type) modeling of the suspension mechanisms of vehicles. Track irregularity in sinusoidal form is also integrated into the mathematical model. Although the proposed technique is simple in formulation, it offers phenomenal accuracy in representing the interaction of train, track and bridge systems. In a numerical example, the dynamic behavior of a train-bridge system has been studied. Results of this analysis provide a valuable insight into the contributing roles of different parameters in this subject.     

地铁高架槽形梁足尺模型破坏试验与空间分析研究

通过某城市地铁高架试验段槽形梁桥足尺模型破坏试验,测定结构的极限承载能力,研究其空间受力变形特性及破坏特征。试验结果表明,结构在正常使用和极限状态下的极限荷载分别为设计荷载的1.68和3.0倍,具有足够的安全系数。三维有限元数值计算结果表明,底板存在剪力滞后现象,越接近梁端愈明显。底板纵向剪应力最大值出现在梁端附近截面底板与腹板相交处,支座脱空效应对脱空支座位置的底板应力影响较大,设计中需对梁端进行局部加强处理。跨中截面腹板出现拉应力,最大可达0.91 MPa,设计中应考虑设置一定的竖向抗拉钢筋,防止裂缝产生。     

重庆河段泥沙模型测控技术

介绍“重庆河段泥沙模型计算机自动测控系统”以及对流量、流速、水位等多种物理量实现计算机实时测量与控制技术,着重介绍应用透光法实时测量含沙量、沉降法测量颗粒粒径的计算机测量原理与方法。该系统的应用大大提高了泥沙模型试验自动化测量控制水平,提高了工作效率。     

杭州湾大桥北航道桥结构优化研究

应用三维空间有限元模型,进行斜拉桥结构优化设计。利用有限元法进行结构分析,求出优化所需的状态变量,挠度、应力和频率。综合考虑设计变量、状态变量和目标函数的联系,应用混合罚函数建立优化模型。运用一阶优化计算方法和引入灵敏度分析进行算法优化,使结构在应力、变形和频率等约束条件下达到最小造价。以通用有限元软件ANSYS作为平台,编制相应程序,综合考虑斜拉桥结构静力性能和动力性能,用两种不同方案对杭州湾大桥北航道桥主桥进行结构优化设计,使全桥造价分别降低9 1%和5 5%。     

基于船模试验数据库的快速性预报研究

充分利用已发展成熟的计算机技术，依托上海船研所的船模试验数据库，进行基于船模试验数据库的快速性预报研究．并据此开发一套快速、高效、实用的新船快速性预报系统，给传统的母型船预报法注入新的活力。最后，给出算例并对其结果进行分析对比。本系统关键是数据库的准确和丰富，预报的水平则取决于所选的母型船。     

松花江大顶子山航电枢纽船闸平面布置研究

根据模型试验成果,从泄流能力和船闸上、下游口门区及连接段通航水流条件等方面,对枢纽不同布置方案进行分析和比较,提出了满足枢纽泄流能力和船舶(队)安全航行的枢纽布置方案。