Moving load response of an axially loaded Timoshenko beam on a multilayered transversely isotropic half-space comprising different media

This paper investigates the dynamic response of an axially loaded Timoshenko beam coupled with a multilayered transversely isotropic (TI) half-space subjected to a moving load. An axial force induced by the thermal expansion is taken into account in the Timoshenko beam. The half-space considers the alternate distribution of an arbitrary number of TI elastic and poroelastic layers to model foundation soils with different properties and moisture conditions. To solve the governing equations, Fourier transform is adopted. The stratified foundation is formulated by extending an “adapted stiffness matrix method” to a more general scenario with an arbitrary number of layers. The beam is then coupled with the foundation to derive solutions to the system in the frequency-wavenumber domain. The final results in the time-spatial domain are recovered by the inverse Fourier transform. After confirming the accuracy of the method in this study, the influences of the pore water existence, the transverse isotropy of different parameters, and the axial force are investigated. It can be observed that the effect of pore water existence on the maximum beam deflection can reach 22% in this study. The transverse isotropy of the elastic and shear moduli influences the critical speed of the beam deflection by altering the phase velocity of the first wave propagation mode of the beam-foundation system. The vertical permeability coefficient is more important than the horizontal one in determining the excess pore pressure. The rise of the beam temperature (axial force) decreases the critical speed and magnifies the vibrations.     

扰动重力梯度的球冠谐分析建模

从球冠谐理论出发,详细推导了球冠坐标系下扰动重力梯度的无奇异性计算公式。基于Tikhonov正则化方法,利用GOCE卫星实际观测数据解算局部重力场球冠谐模型。数值计算表明,基于扰动重力梯度的球冠谐分析建模方法能够有效地恢复局部重力场中的短波信号,与GO_CONS_GCF_2_DIR_R5模型的差异在±0.3×10~(-5) m/s~2水平。     

大跨钢桁梁形变对轨道平顺性的影响

针对由于大跨钢桁梁形变导致其上设置的轨道控制点(CPIII)空间位置的变化,进而导致轨道平顺性的测量结果受到影响的问题,该文从轨道维护角度出发,探讨大跨钢桁梁形变对轨道测量及平顺性影响规律。通过模拟实验对大跨钢桁梁形变引起的自由设站坐标、钢轨几何位置测量值以及轨道平顺性指标3方面的影响进行了深入讨论,结果表明:对于直线段大跨钢桁梁部分的轨道平顺性影响较小,对钢桁梁与两端混凝土梁连接处的轨道平顺性影响较大。     

新一代天气雷达布网设计的有效覆盖和地形遮挡分析

一般情况下,地形影响造成的雷达波束遮挡是长期保持不变的。研究雷达地形遮挡情况有助于提升雷达探测资料的有效性和可靠性。利用先进星载热发射和反射辐射仪全球数字高程模型地形数据,对我国已建成的208个新一代天气雷达站点进行地形遮挡分析,计算业务体扫模式(Volume Coverage Pattern modes, VCP)21的九个仰角下200 km范围内雷达反射率的波束阻挡系数,绘制观测仰角分别为0.5°、1. 45°、2. 4°和3. 35°时雷达有效观测区域的覆盖图,计算相应的有效覆盖面积。结果表明全国新一代天气雷达站200 km范围内0. 5°、1. 45°、2. 4°和3. 35°仰角平均遮挡比例分别为30. 7%、8. 5%、2. 5%和1.0%,平均有效覆盖面积分别为83210.5、109354.2、118170.9、121631.5 km~2,只有少数几个雷达站受邻近山脉地形遮挡影响严重,雷达站总体有效覆盖情况较好。     

2020年5月17日和6月1日山东强冰雹风暴双极化特征分析

利用济南、青岛和烟台S波段双偏振多普勒天气雷达资料和常规观测资料以及天气实况,对2020年5月17日和6月1日两次强对流天气过程的关键环境物理量和风暴低层强冰雹区偏振量、三体散射、强冰雹衰减等偏振特征等进行了分析。结果表明:1)两次强对流天气都具有大的温差和强垂直风切变,中层较干。5月17日山东半岛0～6 km垂直风切变更强,低层湿度更大,湿球0 ℃层高度较低,是产生多个超级单体风暴并出现特大冰雹的关键物理量。2)5月17日城阳风暴低层强冰雹区具有适中的差分反射率（ZDR）和偏小的相关系数CC及偏大的差分相移率（KDP）。ZDR多在0.30～2.60 dB之间,平均为1.50 dB;CC多在0.900～0.965之间,平均为0.931;KDP多在2.0～6.3(°)·km-1之间,平均为4.1 (°)·km-1。少量融化的冰雹粒子和大的雨滴导致适中的ZDR和偏大的KDP。3)6月1日长清风暴低层强冰雹区具有偏小的ZDR和偏小的CC及大的KDP。ZDR多在-0.12～1.50 dB之间,平均为0.68 dB;CC多在0.925～0.970之间,平均为0.950;KDP多在4.0～7.6 (°)·km-1之间,平均为5.8 (°)·km-1。高浓度的液态雨滴和融化的小冰雹粒子导致大的KDP。4)三体散射、旁瓣回波、衰减及波束非均匀填充(nonuniform beam filling,NBF)等特征可作为冰雹识别判据。衰减特征在ZDR产品上表现较为明显,风暴核后侧较长径向上出现负值区,显著衰减可作为特大冰雹的判据。NBF仅在CC产品上有明显特征,风暴核后侧较长径向上CC明显较小。     

Effect of Penetration Rates on the Piezocone Penetration Test in the Yellow River Delta Silt

Partial drainage often occurs during piezocone penetration testing on Yellow River Delta silt because of its intermediate physical and mechanical properties between those of sand and clay.Yet,there is no accurate understanding for the range of penetra-tion rates to trigger the partial drainage of silt soils.In order to fully investigate cone penetration rate effects under partial drainage condi-tions,indoor 1 g penetration model tests and numerical simulations of cavity expansion at variable penetration rates were carried out on the Yellow River Delta silt.The boundary effect of the model tests and the variation of key parameters at the different cavity ex-pansion rates were analyzed.The 1 g penetration model test results and numerical simulations results consistently indicated that the penetration rate to trigger the partially drainage of typical silt varied at least three orders of magnitude.The numerical simulations also provide the reference values for the penetration resistance corresponding to zero dilation and zero viscosity at any given normalized penetration rate for silt in Yellow River Delta.These geotechnical properties can be used for the design of offshore platforms in Yel-low River Delta,and the understanding of cone penetration rate effects under the partially drained conditions would provide some technical support for geohazard evaluation of offshore platforms.     

Multiscale Gravitational Field Recovery from GPS-Satellite-to-Satellite Tracking

The purpose of GPS-satellite-to-satellite tracking (GPS-SST) is to determine the gravitational potential at the earth's surface from measured ranges (geometrical distances) between a low-flying satellite and the high-flying satellites of the Global Positioning System (GPS). In this paper, GPS-satellite-to-satellite tracking is reformulated as the problem of determining the gravitational potential of the earth from given gradients at satellite altitude. The uniqueness and stability of the solution are investigated. The essential tool is to split the gradient field into a normal part (i.e. the first-order radial derivative) and a tangential part (i.e. the surface gradient). Uniqueness is proved for polar, circular orbits corresponding to both types of data (first radial derivative and/or surface gradient). In both cases gravity recovery based on satellite-to-satellite tracking turns out to be an exponentially ill-posed problem. Regularization in terms of spherical wavelets is proposed as an appropriate solution method, based on the knowledge of the singular system. Finally, the extension of this method is generalized to a nonspherical earth and a non-spherical orbital surface, based on combined terrestrial and satellite data.     

福州平安大厦深基坑支护设计与施工

深基坑支护设计与施工是当前城市高层、超高层建筑突显的技术难题。通过工程实例,从设计方案的选择到施工、监测,提供了有益的经验。     

考虑桩顶冠梁效应的水泥土挡墙变形计算方法

以ｍ法为基础,建立了考虑桩顶冠梁效应的挡墙变形计算模型,给出了计算公式。工程实例表明：该方法预测挡墙变形是可行的。     

挡土结构古典内力计算方法的讨论

根据软土地区大量基坑支护的经验,对目前挡土结构古典内力计算常用的平衡法（悬臂结构）、等值梁法（单支撑结构）和弹性抗力法的计算结果进行了分析与比较,指出了古典内力计算方法的适用性。