对流扩散方程的特征线MWLS算法

针对对流扩散方程,采用无网格法中的移动最小二乘近似方案与加权最小二乘法离散方案,结合特征线法,构造了特征加权最小二乘无网格算法(MWLS),并进行了数值试验验证.新算法克服了传统数值方法求解动态问题网格限制的缺陷,摆脱了在空间域上离散受制网格的束缚,不需要网格的初始划分或重构.试验结果显示,本算法可以达到与有限元求解几乎相同的结果,体现了不失精确度但却方便实用的优点.     

山区低等级公路的超高设计

在正确理解新的《公路路线设计规范》的基础上,结合多年从事公路设计的经验,针对山区低等级公路中线型复杂的特点,分析了不同线型组合时超高的设置方法。     

季冻区沥青混凝土路面横向裂缝控制技术探讨

裂缝类破损是沥青路面的主导性损坏方式,对沥青路面裂缝的修补是沥青路面养护的经常性工作。公路担负着繁重的交通流量。通常情况下一旦出现裂缝不允许长时间中断交通或压缩通行断面来进行修补,因此有针对性地研究减少裂缝的技术具有积极意义。     

弧形底宽箱梁桥横向效应分析

以长沙市潇湘大道北段潇湘嘴-龙王港桥段工程高架桥为研究对象,利用有限元法分析弧形底宽箱梁断面在自重和外荷载作用下的横截面横向效应,分析支承间的横向距离对横向应力的影响,并进行现场测试,可供桥梁结构设计参考。     

Histological changes following surgically-assisted rapid tooth movement through resistance reduction and distraction osteogenesis in dogs

Objective To investigate the histological changes of rapid tooth movement in dogs treated by resistance reduction and distraction osteogenesis, aiming to establish an animal model and further to reveal the remodeling mechanism of rapid tooth movement. Methods A total of 8 local hybrid dogs were selected as subjects for this study. The second pre-molar was extracted on both sides. The experimental side underwent alvelor surgery for resistance reduction and a home-made tooth-borne intraoral distraction device was installed for rapid tooth movement, while for the other side (control side) only tooth-borne intraoral distraction device was used for rapid tooth movement. The longest active force-delivery span was 2 weeks, followed by 6-week retention. The distance between the moved tooth and anchor unit was recorded weekly, and radiography was performed for each side before and after distraction. The surrounding tissues including periodontal ligament and alveolar bone were sectioned for histological analysis. Results The average distance of tooth movement was 3.55mm on the experimental side and 1.11mm on the control side. The rate of tooth movement was notably higher (P<0.01) and no significant apical root resorption was detected by X-ray on the experimental side. The active alvelor bone remodeling was found on the tension and pressure sides. However, there was no significant difference between the experimental side and the control side after the retention period. Conclusion The rate of orthodontic tooth movement can be accelerated through resistance reduction and periodontal distraction without any unfavorable effects but at minimal anchorage loss.     

箱梁横向框架内力的程序计算分析

运用平面框架分析的基本方法,对箱形截面梁的横向框架内力进行分析。为了解桥梁沿长度方向上各个截面的横向内力,在梁长度方向截取单位长度的框架,然后用能量原理推导出横向框架单元刚度矩阵及相应等效节点力,并用FORTRAN语言编制相关程序,最后得出在各级荷载组合下箱梁桥横向内力的变化规律。该方法对横向内力的计算比较简便,对找出横向内力最不利作用位置以及横向预应力配筋有参考意义。     

出口集装箱堆场位置的优化

出口集装箱堆场位置的确定是集装箱堆场管理中的重要环节,其对缩短集装箱船在港停留时间,提高集装箱码头作业效率有着重要的意义。提出了一种优化出口集装箱堆场位置的启发式优化算法,模拟试验表明该算法能够在保证装船质量的同时,有效提高集装箱码头装船效率。     

钢桁梁梁端横向伸缩对轨道几何形位的影响

为研究钢桁梁梁端横向伸缩对有砟轨道几何形位的影响规律,运用有限单元法,建立线-桥横向分析的计算模型,对在日温差作用下钢桁梁梁端相对路基伸缩时有砟轨道几何形位的变化及其影响因素进行分析。结果表明,钢桁梁相对路基发生横向伸缩后会使有砟轨道线路产生较大的横向位移和方向变化率,但对轨距影响不明显;梁端伸缩时,道床、扣件横向阻力对轨道横向位移的影响很小,且其增大到正常值之后,轨道方向变化率受其影响也很小;钢桁梁横向固定支座和线路中线间的距离是影响轨道几何形位变化的主要因素,当其控制在6.7 m以内时,轨道的最大横向位移小于2 mm,方向不平顺变化率小于1‰。     

山区公路紧急避险车道驶入角研究

通过实地调查和查阅相关资料的方法确定了我国山区长大下坡公路交通事故的主要车型和紧急避险车道的设计车速。以保证制动失效车辆行驶时的横向稳定性为前提,以主线为右转曲线的公路为主要研究对象,通过制动失效车辆由主线驶入紧急避险车道的行车轨迹几何特征对紧急避险车道驶入角和主线平曲线半径之间的关系进行了研究,得出了适合我国山区紧急避险车道驶入角的合理取值范围。为我国山区公路紧急避险车道驶入角的选取提供了必要的理论参考。     

开发人员升级至ASE15.0的10大理由(七)

（接上期） 7.2.4分布式查询调优 当需要进行包含数据移动的跨服务器查询时,一个重要的方面就是需要确保合适的CIS配置被正确调优了。查看以下列表中的配置和值：