摘要：The purpose of this study was to establish a method for measuring the knee valgus angle from the ana- tomical and mechanical axes on three-dimensional reconstruction imaging models, and to use this method for estimating an average knee valgus angle value for northern Chinese adults. Computed tomographic angiography data in DICOM format for 128 normal femurs from 64 adult subjects were chosen for analysis. After the femur images were subjected to three-dimensional reconstruction, the deepest point in the intercondylar notch （point A）, the midpoint of the medullary cavity 20 cm above the knee-joint line （point B）, and the landmark of the femoral head rotation center （point C） were identified on each three-dimensional model. The knee valgus angle was defined as the angle enclosed by the distal femoral anatomical axis （line AB） and the femoral mechanical axis （line AC）. The average （mean＋SD） of knee valgus angle for the 128 femurs was 6.20°±1.20° （range, 3.05° to 10.64°）. Significant positive correlations were found between the knee valgus angles of the right and left sides and between the knee valgus angle and age. During total knee arthroplasty, choosing a valgus cut angle of approximately 6° may achieve a good result in reestablishing the natural mechanical alignment of the lower extremity for patients of northern Chinese ethnicity. Larger valgus cut angles should be chosen for older patients.

摘要：结合上海"大上海会德丰广场"深大基坑工程实例,提出了控制软土地区深大基坑卸荷变形的分区卸荷技术对策,根据工程需要,在紧邻运营地铁区间隧道的北区基坑中,研发并首次应用了钢支撑轴力伺服系统.结果表明:所采用的钢支撑轴力伺服系统可以将北坑开挖的围护结构变形及地铁隧道变形控制在设定目标内,使隧道的水平位移在4 mm以内,隧道附加沉降在2 mm以内,邻地铁侧围护地连墙变形在13.5 mm以内,从而保护紧邻的运营地铁安全.

摘要：结合新建工程实例以及中国现阶段沥青路面的服务状况,通过理论分析和实际计算,合理运用疲劳损伤累加原理进行路面结构方案的比选。在定性假定结构力学计算参量的前提下简要介绍了路面结构设计期限内疲劳损伤的计算步骤。实例工程表明,文中的分析计算思路可作为今后沥青路面结构方案比选或优化的重要参考。

摘要：针对水下机械臂的末端轨迹跟踪控制问题,提出一种自适应快速反正切非奇异终端滑模控制器.首先,基于莫里森方程建立考虑水作用效应的水下机械臂动力学模型;其次,结合非奇异终端滑模控制和反正切函数特性,设计一种快速反正切非奇异终端滑模控制器,并基于径向基神经网络预测系统的未知扰动;然后,通过李雅普诺夫理论验证所提控制方法可在有限时间内收敛到期望位置;最后,通过仿真实验验证所提控制方法的有效性.

摘要：为提高聚酯级乙二醇收率,同时提高乙二醇产品质量,新疆天盈石化实施了乙二醇液相加氢技改项目,首次设计了2种操作工况,分别为乙二醇产品塔全回流液相加氢工况和乙二醇产品塔侧采产品液相加氢工况。工业化运行结果表明,在2种工况下,液相加氢提高紫外透光率和降低醛含量效果明显,聚酯级乙二醇收率均提高至100%;在全回流液相加氢工况下,回流液和侧采产品的紫外透光率得到了提升,且降低了醛含量;在侧采液相加氢工况下,液相加氢后乙二醇产品紫外透光率、醛含量、含水率和轻组分指标均能达到聚酯级指标要求。

摘要：裂解炉COT温度均衡控制是提高"双烯"收率、降低能耗的一条重要途径。介绍了兰州石公司46万t/a乙烯装置裂解炉的工艺特点,先进控制系统在裂解炉上的应用,并对应用效果进行了分析和评价。同时就先进控制系统实际运行过程中存在的问题进行了剖析,并提出了相应的解决措施。

摘要：海域盾构施工中常遇到大粒径孤石和基岩凸起段,通常采用爆破法进行预处理,爆破预处理的效果是盾构机顺利通过的关键。依托厦门轨道交通2号线工程,综合考虑海域孤石和基岩凸起段的覆盖层条件、爆破块度控制指标及海洋生物安全控制标准,提出了一种盾构隧道孤石和基岩凸起段的精细化爆破预处理方法。具体步骤包括:爆破孔网参数设计;炸药单耗、单孔装药量、平均块度尺寸的计算;装药结构及爆破网路设计;爆破块度分布效果预测;考虑生态环境影响进一步优化爆破方案。现场应用结果表明:爆破预处理后的块度在30 cm以内,满足盾构机推进的块度尺寸要求;盾构机在爆破预处理段能够顺利掘进,与正常段推进参数基本相近。实现了海域盾构隧道孤石和基岩凸起段的精细化、生态化、高效化和安全化爆破施工。

摘要：新媒体时代,高校网络舆情是高校意识形态管理的重要阵地。为控制高校网络舆情,发现和解决学生切实需求并引领学校坚定正确的政策方向、发展和舆论导向,帮助高校建立网上舆情监控预警的体系显得尤为重要。设计实现了一种高校网络舆情监测预警系统,通过网络爬虫自动获取高校网络舆情信息,根据动态权值对舆情风险等级进行划分,生成各种舆情事件处置方案,协助高校构建网络舆情监测预警工作机制,针对网络舆情预警不精准的问题,构造熵权-逼近理想解排序法(Technique for Order Preference by Similarity to an Ideal Solution,TOPSIS)算法应用于监测预警模块。实验结果表明,采用该系统能够对高校网络舆情管理起到辅助作用。

摘要：冶金行业中,转炉烟气的在线分析普遍采用激光吸收光谱法等单组分气体分析技术,实践中需使用多传感器的组合以同时监测CO、CO_(2)、O_(2)、H_(2)等多组分,分析系统整体的复杂程度和成本高,响应速度慢,逐个传感器的日常校正维护工作量大。为简化在线分析系统的复杂度,提高分析效率,实现炼钢流程的降本增效,首创性的建立了一种转炉烟气中多组分气体实时在线分析的拉曼光谱方法,并首次研制了专用于炉气检测的多组分气体分析系统。通过检测CO、CO_(2)、N_(2)、O_(2)、H_(2)五组分的拉曼光谱特征峰强,对五组分含量进行同时定量分析。检测范围0.1%~100%,检测精密度RSD值均≤0.1%。分析系统中,样气处理模块采用耐高温探头和大功率抽气泵,快速、有效去除进入分析仪的样气中水分和灰尘,保证测试条件稳定;分析模块采用窄线宽532 nm激光器和透射式光谱仪,并通过空间光路设计以提高检测灵敏度,满足气体检测需求。相比于现有的单组分在线分析技术,所提出的多组分检测方法可同时给出五组分的定量结果,不受样气压力、测试条件变化影响,样气前处理难度低,检测准确度高,系统维护简单。N_(2)标准气体的拉曼散射信号特征峰强在24 h内波动≤0.48%。经标准样品验证,该方法检测误差≤0.3%,达到转炉烟气实时检测的需求。该方法不仅在冶金行业有广阔应用前景,还可通过模型扩展以拓展到其他多组分气体实时在线分析监测领域。

摘要：In order to improve the reliability of the design and calculation of single piles under the combined vertical and lateral loads, the solutions were presented based on the subgrade reaction method, in which the ultimate soil resistance was considered and the coefficient of subgrade reaction was assumed to be a constant. The corresponding computational program was developed using FORTRAN language. A comparison between the obtained solutions and the model test results was made to show the validity of the obtained solutions. The calculation results indicate that both the maximum lateral displacement and bending moment increase with the increase of the vertical and lateral loads and the pile length above ground, while decrease as the pile stiffness, the coefficient of subgrade reaction and the yielding displacement of soil increase. It is also shown that the pile head condition controls the pile responses and the vertical load may cause the instability problem to the pile. In general, the proposed method can be employed to calculate the pile responses independent of the magnitude of the pile deflection.