同轴度测量方法的改进

三坐标测量机适用于检测机械零部件手测不方便的空间尺寸和形位公差,如同轴度、对称度、垂直度、平行度等.在实际测量同轴度的过程中,发现一些常用的测量力法存在误差.通过改进测量方法对长轴短孔的同轴度误差测量得到一点体会:测量同轴度的形位公差不能只按定义,要根据实际情况在设计、工艺、测量原则一致下,适当增加测量基准,保证测量的方便性和科学性.     

某型柴油机砸缸故障原因分析

文章通过对某型柴油机砸缸故障调查,从多个方面分析了故障发生原因,提出了加强柴油机配件检验的重要性。     

舰载连续波测量雷达外引导数据实时处理方法研究

舰载连续波测量雷达是一种动平台外弹道测控装备,由于对目标测量精度高,因此其波束宽度窄,自主捕获能力较弱,需要通过外引导信息辅助进行目标捕获。论文提出了一种快速的外引导数据实时处理方法,对中心提供的地心系下绝对坐标进行剔野外推,再进行坐标转换消除船摇姿态后提供给舰载连续波测量雷达用于目标捕获跟踪。实际应用中,外引导数据通此实时处理方法进行处理后,精度满足雷达捕获要求,能够辅助雷达进行目标捕获跟踪。     

高强混凝土收缩徐变试验及预测模型研究

通过苏通大桥连续刚构所用高强混凝土的收缩徐变试验,以及其他几组不同强度等级的高强混凝土收缩徐变试验,探讨了目前常用收缩徐变模型对高强混凝土收缩徐变的适用性。试验结果表明,高强混凝土的徐变系数一般低于常用的徐变模型预测值;而现桥规采用的CEB-FIP90收缩模型有低估高强混凝土收缩发展的危险,并且,随着混凝土抗压强度的提高,预测精度有降低的趋势。针对高强混凝土收缩徐变的特点,提出了考虑混凝土强度因素的修正收缩、徐变模型。最后运用B3变异系数法比较了这几种模型预测高强混凝土收缩徐变的精度,比较结果表明,修正收缩、徐变模型对高强混凝土收缩徐变预测的精度相对于现有模型有较大提高。     

基于Pushover方法的既有建筑结构安全性鉴定

为了准确评估既有建筑结构的安全性,采用基于性能的抗震设计方法,结合《民用建筑可靠性鉴定标准》和《建筑地震破坏等级划分标准》,将Pushover方法用于既有建筑结构的安全性鉴定.以都江堰1栋遭遇"5.12"汶川地震破坏的框架结构为例,评定了该结构在预估地震作用下的安全性等级和地震破坏等级.结果表明,分析结果与实际震害基本吻合,证明采用Pushover方法能有效评估既有建筑结构的安全性.     

Finite Element Calculation of the Flexural Stiffness of Corroded RC Eccentric Compressive Members

A finite element calculation model of corroded RC eccentric compressive members was build using finite element software ANSYS. The model considers the decline of mechanical properties and the effective section of a corroded steel bar, as well as the deterioration of bond character between corroded reinforcement and concrete. The reliability of the finite element model was evaluated by comparing the results of the finite element calculation with the data from experiments. Based on the finite element analysis results, the influence of corrosion degree, the diameter change of the longitudinal reinforcing bars and the spacing change of stirrups on the flexural stiffness were calculated and analyzed.     

First Principle Calculation for the Electronic Bands and Absorption of CdTe_（1-x）Sb_x

The lattice parameters for the derivatives of cadmium telluride, CdTe1-xSbx, with the zinc blend crystal structure are calculated using the generalized gradient approximation method; which is based on the density functional theory (DFT). The effects of antimony (Sb) on the lattices, electric bands, electronic state density, absorption spectroscopy, and band gap between the valence band maximum (VBM) and the conduction band minimum (CBM) of CdTe1-xSbx are discussed. The results show that the antimonic atoms in the lattice are advantageous in promoting the hole concentration and conductivities of CdTe1-xSbx. The increase of the Sb content in CdTe1-xSbx reduces the interaction among Cd, Te, and Sb; resulting in a decreased binding energy within CdTe1-xSbx as well as an increase in the electronic gap. Also discussed are the mechanics for the lattice phase change of CdTe1-xSbx at x=0.5.     

Introduction to Technical Specification for Seismic Appraisement and Strengthening of Buildings in the Province of Sichuan

On May 5, 2008, China experienced a devastating earthquake, also known as Wenchuan earthquake. Many buildings, whose seismic design levels were too low to endure a strong earthquake, were severely damaged or even destroyed in the disaster. The building structures within the Sichuan area are various, which leads to a variation in damage severity amongst these buildings.     

交通事件小波分解与支持向量机声频识别方法

分析了现有交通事件自动检测和识别方法,提出了应用小波分解与支持向量机相结合的交通事件声频识别方法。将车辆行驶的声音信号进行小波分解,以不同频段的重构信号能量作为特征向量,对由多个支持向量机构成的交通事件分类器进行训练,并对正常行驶、刹车和碰撞事件的声音信号进行识别。试验结果表明:利用车辆声音信号能够正确识别不同的交通事件,识别准确率达95%,识别方法可行。     

欧前胡素缓释片的制备及家兔血浆动力学研究

目的 制备欧前胡素亲水凝胶缓释骨架片并考察其家兔体内动力学.方法 以羟丙基甲基纤维素(HPMC)和卡波姆为二元骨架系统,采用正交设计法优化欧前胡素缓释片.以GC-MS方法测定血药浓度,采用单次交叉给药方案,以自制欧前胡素普通片为参照,对欧前胡素缓释片进行了家兔体内药动学的初步研究.结果 欧前胡素缓释片优化处方中骨架缓释材料为HPMC K100M 1:20,卡波姆2:25;单剂量口服300 mg欧前胡素缓释片与参比制剂的AUC分别为(391.08±47.22)和(368.25±136.15)μg/(h·L);tmax为(2.26±0.25)和(0.33±0.05)h;Cmax为(59.66±6.28)和(295.91±127.00)μg/L;T1/2ke为(2.27±0.09)和(0.60±0.10)h.缓释片的相对生物利用度为(115.37±45.46)%.结论 采用二元骨架系统制得的欧前胡察缓释片缓释效果良好.