利用DMSM方法求解弹性撞击恢复系数

给出了物体与细长杆或梁弹性碰撞恢复系数的一种求解方法。在研究碰撞问题时,把碰撞物作为靶体的附加质量,从而把碰撞问题转化为常规的振动问题求解.两个撞击物的分离时刻根据撞击力为零得到.结论如下:只考虑弹性碰撞时,恢复系数不仅与靶体的材料性质有关,还与碰撞物体质量比、靶体的支承条件有关,但与碰撞的初始速度无关.

美军SD-22零部件DMSMS管理指南解读

零部件的快速更新换代与武器系统的长寿命周期,导致了系统制造源萎缩和材料短缺(DMSMS)问题的产生。并且随着电子技术的创新发展,DMSMS问题变得日益严重。在此背景下,美国国防部制定了SD-22DMSMS管理指南。对SD-22 DMSMS管理指南进行了解决。首先,介绍了DMSMS管理的内涵与重要性;然后,从准备、识别、评估、分析和实施5个方面详细地阐述了DMSMS管理的过程,以期对相关技术人员更加全面地了解DMSMS管理,从而以更低的成本解决DMSMS问题有所帮助。

Dynamic assets allocation based on market microstructure model with variable-intensity jumps

In order to characterizc large fluctuations of the financial markets and optimize financial portfolio, a new dynamic asset control strategy was proposed in this work. Firstly, a random process item with variable jump intensity was introduced to the existing discrete microstructure model to denote large price fluctuations. The nonparametric method of LEE was used for detecting jumps. Further, the extended Kalman filter and the maximum likelihood method were applied to discrete microstructure modeling and the estimation of two market potential variables： market excess demand and liquidity. At last, based on the estimated variables, an assets allocation strategy using evolutionary algorithm was designed to control the weight of each asset dynamically. Case studies on IBM Stock show that jumps with variable intensity are detected successfully, and the assets allocation strategy may effectively keep the total assets growth or prevent assets loss at the stochastic financial market.

基于局部刚度修正法的盾构隧道下穿历史保护建筑数值模拟分析

局部刚度修正法可以考虑接头和手孔对管片衬砌环的刚度影响,其假定管片接头及手孔附近区域的刚度应该进行修正,而管片其余区域的刚度却保持原有刚度。文章考虑管片环向接头引起的衬砌环刚度折减,采用小应变硬化土本构模型分析盾构掘进引起的衬砌结构内力、地表沉降和周边土体位移响应,建立了隧道-土体-建筑相互作用的三维有限元数值模型,并在上海地铁11号线双线区间盾构隧道下穿越历史保护建筑物工程中进行了应用。作为对比,建立了基于惯用法的三维数值模型,并与现场实测结果进行对比,结果显示,局部刚度修正法和实测值吻合更好。模拟结果表明,既有建筑不仅改变了地表的沉降槽,而且极大地减小了沉降槽相关点的水平位移;既有建筑的扭曲值与隧道开挖面和既有建筑的位置有关,且最终既有建筑的扭曲值并未随施工的结束而减小,而是保留了较大的残余扭曲。文章所提出的模拟方法可为软土地区盾构施工扰动控制研究提供参考。