基于管道振动实验的涡激升力频谱分析

通过对管道振动试验数据的分析,选用威布尔分布的概率密度函数进行拟合,得到涡激升力的频谱表达式。通过管道振动的频响函数得到管道的振动位移的频谱图形,并与实测数据进行对比,结果表明：计算值与实验值吻合较好,中心频率基本相等,幅值稍有偏差。     

公和斜拉桥的合拢技术

一般情况下，斜拉桥的合拢指的是梁与梁之间的合拢，即在主梁上预留一定长度的合拢段。公和斜拉桥根据该桥的施工特点，采用一种新颖的合拢方案，即在滑动模架上连续施工主梁，直到两边的主梁与边墩合拢。这种新方法的应用成功，为斜拉桥的施工方法及合拢方式的创新提供了宝贵的实践经验。     

大型LPG公交车运行工况与排放特性的试验研究

采用车载排放测试技术,对大型LPG公交车辆运行工况和排放特性进行试验研究.结果表明,公交车运行工况与国家排放标准规定的重型车发动机台架测试工况ESC和ETC有较大的差异.试验公交车辆的平均运行车速为16.7km/h,怠速时间占总运行时间的26.6％,加减速时间占61.3％,加减速度主要集中在-0.5～0.5m/s2之间...     

城市桥梁管线过桥设计方案

该文介绍目前城市桥梁管线过桥设计及施工中比较常用的过桥方式,并对各个过桥方式进行比较分析,以使管线过桥达到经济、适用、安全的目的。     

Coupling Model of Vertical and Lateral Vehicle/Track Interactions

A new dynamic model of vehicle/track interaction is presented. The model considers the vehicle and the track as a whole system and couples the vertical interaction with the lateral interaction. The vehicle subsystem is modeled as a multi-body system with 37 degrees of freedom, which runs on the track with a constant velocity. The track substructure is modeled as a discretely supported system of elastic beams representing the rails, sleepers and ballasts. The normal contact forces between wheels and rails are described by Hertzian nonlinear elastic contact theory and the tangential wheel/ rail forces are decided by the creep theory. Numerical results are compared with those of conventional dynamic models of railway vehicles. Applications of the coupling model to the investigation of safety limits against derailment due to the track twist and the combined alignment and cross-level irregularities are reported at the end of the paper.     

DFMA在汽车工业中的应用

本文介绍了制造，装配的设计（ＤＦＭＡ，ＤｅｓｉｇｎｆｏｒＭａｎｕｆａｃｔｕｒｉｎｇａｎｄＡｓｓｅｍｂｌｙ）的基本原理，讨论了基于并行工程的ＤＦＭＡ在汽车工业中的重要意义和实施方法。     

压路机作用下土应力分析及对压实效果的影响

以土力学理论及简化的力学模型，着重分析静碾压路机、振动压路机和振荡压路机作用下的土应力状态，并根据土壤的莫尔—库伦理论，定性地探讨了三种压路机的压实机理，对压路机合理使用和改进提供一定的理论依据．     

单载波频域均衡的NP算法研究与FPGA实现

针对单载波的频域均衡时色噪声对系统性能的影响,提出一种NP(noise predictor)算法来去除色噪声.通过NP算法去除了相邻样值的相关性,使得色噪声得到白化,并且通过仿真验证结果表明NP算法可以很好地消除单载波频域均衡时色噪声的影响.此外,在算法实现中采用8倍时分复用的降频方法,使用组划分,在保证性能的同时节约了硬件资源,还提高了工作频率.     

Influence of excitation frequency on slosh-induced impact pressures of liquefied natural gas tanks

Liquid sloshing phenomena in No. 2 tank of 140 km³ liquefied natural gas (LNG) carriers have been studied numerically and experimentally. The scale of the model tank was selected as 1/55.9. Roll and pitch motions were tested. For measuring impact pressures, seventeen pressure sensors were installed on the tank model. A large number of excitation frequencies and filling heights were investigated. The experimental results showed that when the frequency of tank motion is close to the natural frequency of fluid inside the tank, large impact pressures may be caused. Resonance frequencies and maximum impact pressures of different filling height were presented. Among all the experimental situations, the maximum impact pressure always occurs at the place near 70% height of tank where should be especially concerned. A computational fluid dynamics (CFD) model was developed to simulate the sloshing in the tank. The model was based on the Reynolds-averaged Navier-Stokes (RANS) equations, with a standard κ-ɛ turbulence model. The volume of fluid (VOF) method was used to predict free surface elevations. Dynamic mesh technique was used to update the volume mesh. Computations for pressure time histories and peak pressures were compared to experimental results. Good agreement was observed.     

Segmented dynamic optimization model for asset-liability management of commercial banks and its applications

Asset-liability management is the core business of commercial banks. Effective method of asset-liability management is a continuously exploring topic in the academic and practical fields. According to the operational characteristics of commercial banks, this paper addresses a segmented dynamic optimization model under the perspective of the regulatory environment for China commercial banks. The model can perform segmented sliding optimization and correct control variables to make optimal decision with the changes in situations for a certain future time.