不同填充率时三组元声子晶体缺陷态

运用基于平面波的超元胞方法,研究作为缺陷引入第三组元材料(四氯化碳)对二维二组元声子晶体(水/水银)带结构的影响。结果表明:当缺陷柱填充率发生变化时,原带隙的位置、宽度变化不大;缺陷带频率主要受第三组元材料物性参数的影响;当正常插入体填充率发生变化时,原带隙的位置、宽度都发生了改变,同时也影响缺陷带的出现,且这些缺陷态都是局域化的。因此,在具有宽带隙的二组元体系中引入适当的第三组元线缺陷,让缺陷带频率落在二组元体系的带隙中,就可以形成特殊的波导态。声子晶体的这一特性对于声波/弹性波的传播和新的声学应用具有重要意义。     

附加气动措施后箱梁断面三分力系数试验研究

通过节段模型风洞试验,研究某大桥各种抗风气动措施对静力三分力系数的影响,以期改善结构受力特性.以导流板位置、中央槽开孔率、栏杆透风率、检修车轨道位置、风障、车辆作为分析三分力系数的影响因素.研究表明:三分力系数的改变直接影响到静风荷载,这些参数的变化对主梁静风荷载的影响不容忽视.其中风障对主梁阻力系数的影响最为明显,在大攻角时主梁阻力系数在成桥有风障状态显著增大.     

NUMERICAL INVESTIGATION OF THE VENTILATED CAVITATING FLOW AROUND AN UNDER-WATER VEHICLE BASED ON A THREE-COMPONENT CAVITATION MODEL

Based on the Reynolds-Averaged Navier-Stokes equations and mass transfer model,an approach,where a three-component cavitation model is proposed,is presented to simulate ventilated cavitating flow as well as natural cavitation.In the proposed cavitation model,the initial content of nucleus in the local flow field is updated instantaneously,and is coupled with the Rayleigh-Plesset equation to capture the cavity development.The proposed model is applied to simulate the cavitating flow around an under-water veh...     

基于三分量地磁滤波技术的微型AHRS算法研究

针对常规的微型姿态参照系统(AHRS)算法存在过载干扰和滤波发散的问题,设计了一种基于三分量地磁滤波技术的微型AHRS算法。采用一种简化的Sage-Husa自适应滤波算法进行了AHRS的信息融合;采用姿态误差角和陀螺漂移作为状态变量,进行了自适应滤波的时间更新,采用三分量地磁矢量作为观测量,进行了自适应滤波的量测更新;最后,对该算法进行了半物理仿真实验。实验结果表明,该算法能够有效地减小高过载造成的姿态测量误差,在2 g线振动测试条件下,该算法的俯仰角和横滚角的测量精度优于0.75°,航向角精度优于1.87°;与常规的算法相比,系统的抗过载能力提高了近3.2倍。该算法测量精度高、抗过载性好,具有很强的自适应能力,尤其适用于低铁磁干扰、高过载的工作环境。     

Linear elastic fracture mechanics (LEFM) analysis of the effect of residual stress on fatigue crack propagation rate

In this research, both residual and applied stresses are converted to stress intensity factors independently and combined using the superposition principle. The fatigue crack propagation rates are predicted. Experiments using two different loading modes, constant applied stress intensity factor (SIF) range, and constant applied load modes are done for samples with and without initial tensile residual stresses. The samples with initial tensile residual stresses exhibit accelerations of the crack propagation rates. The results show that the weight function method combined with the three-component model provides a good prediction of fatigue crack propagation rates in tensile residual stress fields.     

高频随机噪声的三分量测定

高频噪声是地震高分辨率勘探的大敌。尤其对石油勘探的陆上地震资料来说，更是严重的问题。需要深入了解它的特点，以使找出相应的措施，尽量地克服这种干扰。     

徐家围子断陷区二维三分量地震资料解释研究

松辽盆地北部徐家围子断陷区深层营城组砂砾岩层和火山岩层是大庆探区庆深气田的主力含气储层,但含气性的精确预测一直是一个难点.为此,开展了二维三分量地震资料解释研究,建立了适合本区的解释流程,联合应用纵波和转换波资料对营城组储层的含气性进行了预测.首先探讨了转换波的层位标定问题,制作了转换波合成记录,以VSP资料为辅佐,对转换波资料进行了层位标定;然后进行了层位对比解释,分析了储层在纵波和转换波剖面上的反射特征;最后,计算了对含气性敏感的绝对振幅平均能量加权平均比值(振幅比)和瞬时频率加权平均比值(频率比),得到了振幅比相对低、频率比变化剧烈时含气性好的认识.     

Commitment to organizational change: Extension of a three-component model.

Three studies were conducted to test the application of a three-component model of workplace commitment (J. P. Meyer & N. I Allen, 1991; J. P. Meyer & L. Herscovitch, 2001) in the context of employee commitment to organizational change. Study 1, conducted with 224 university students, provided preliminary evidence for the validity of newly developed Affective, Continuance, and Normative Commitment to Change Scales. Studies 2 and 3, conducted with hospital nurses (N = 157 and 108, respectively), provided further support for the validity of the three Commitment to Change Scales, and demonstrated that (a) commitment to a change is a better predictor of behavioral support for a change than is organizational commitment, (b) affective and normative commitment to a change are associated with higher levels of support than is continuance commitment, and (c) the components of commitment combine to predict behavior. (PsycINFO Database Record (c) 2010 APA, all rights reserved)     

井中近源三分量波场调查试验与数据分析

近地表介质具有低速度、高吸收等特性,对地震波场会产生较大的影响,三分量检波器有利于记录全波场信息。选择在灰岩区,利用三分量检波器进行了近源地震数据采集,开展了近地表介质对波场影响的研究。基于三分量资料进行了纵波波场合成,通过对比分析合成纵波记录的频谱特征和能量特征,结合吸收系数特征,得出灰岩区吸收强烈、近地表滤波作用明显的结论。基于合成纵波记录拾取了初至信息,对地表速度的分布特征进行了分析。     

圆角化方形截面高层建筑风荷载特性试验

对圆角率为25%的正方形高层建筑刚性模型进行了测压试验,并对其风荷载特性进行了研究;分析了三分力系数和基底力矩系数随风向角的变化规律,给出了阻力系数平均值、根方差值和升力系数根方差值拟合结果;分析了最不利风向角下的风荷载功率谱,并采用经验公式进行拟合;分析了体型系数并与规范中正方形体型系数进行了对比。结果表明:对正方形建筑角部进行圆角化处理能明显降低建筑风荷载,且消除了功率谱曲线谱峰尖而窄的单峰现象,从本质上改变风荷载特性,有利于主体结构的抗风设计;角部区域负压较大,对幕墙抗风设计不利。