Fully nonlinear wave-body interactions with surface-piercing bodies

Fully nonlinear wave-body interactions for stationary surface-piercing single and double bodies are studied by a potential-theory-based fully nonlinear 2D numerical wave tank (NWT). The NWT was developed in time domain by using boundary element method (BEM) with constant panels. MEL free surface treatment and Runge–Kutta fourth-order time integration with smoothing scheme was used for free-surface time simulation. The acceleration-potential scheme is employed to obtain accurate time derivative of velocity potential. Using the steady part of nonlinear force time histories, mean and a series of higher-harmonic force components are calculated and compared with the experimental and numerical results of other researchers. The slow-decaying second-harmonic vertical forces are investigated with particle velocities and corresponding body pressure. Typical patterns of two-body interactions, shielding effect, and the pumping/sloshing modes of water column in various gap distances are investigated. The pumping mode in low frequencies is demonstrated by the comparison of velocity magnitudes.     

全卷积神经网络在建筑物震害遥感提取中的应用研究

为解决建筑物震害信息提取自动化程度不高的问题,本文将全卷积神经网络应用于建筑物震害遥感信息提取。以玉树地震后获取的玉树县城区0.2m分辨率航空影像作为建筑物震害信息提取试验数据源,将试验区地物划分为倒塌建筑物、未倒塌建筑物和背景3类。对427个500×500像素的子影像进行人工分类与标注,选取393个组成训练样本集,34个用于验证。利用训练样本集对全卷积神经网络进行训练,采用训练后的网络对验证样本进行建筑物震害信息提取及精度评价。研究结果表明:建筑物震害遥感信息提取总体分类精度为82.3%,全卷积神经网络方法能提高信息提取自动化程度,具有较好的建筑物震害信息提取能力。     

非混溶饱和两相渗流与孔隙介质耦合作用的理论研究——方程解耦与有限元公式

通过对上文（ Ｉ）所推证数学模型方程的进一步处理与简化,得到解耦的流场系统压力方程。以 Ｇａｌｅｒｋｉｎ 弱积分解的形式,给出模型方程数值分析的有限元公式,并进行了初步验证     

Numerical wave tank computations of nonlinear motions of two-dimensional arbitrarily shaped free floating bodies

Time domain simulations of nonlinear motions of two-dimensional floating bodies in waves are presented. The so called `body exact' approach is adopted in a numerical wave tank. A new scheme for pressure evaluation on the wetted hull is developed and systematically used with good results in terms of accuracy and stability. Strongly flared geometries are successfully handled even at very large amplitude motions. The validation of the code is carried out according to the 20th ITTC Seakeeping Committee recommendations through internal checks of consistency and through comparisons with available experimental data.     

Bragg reflection in a fully nonlinear numerical wave tank based on boundary integral equation method

We investigated the phenomenon of Bragg reflection of submerged structures in a 2D fully nonlinear numerical wave tank (NWT) based on the boundary integral equation method (BIEM). This model was validated by comparing not only the free surface elevations with that of the analytic solution of Stokes’ second-order wave theory, but also the reflection coefficients of submerged bars with that from other sources. The results of the present model show that the free surface nonlinear effect on the reflection coefficient of the primary resonance reduces significantly for all of the submerged bars considered. Finally, a case study is presented to demonstrate the reflecting capacity and overall performance of various submerged bars. Results indicate that sinusoidal bar has the maximum reflection capacity at the primary resonance, but the trapezoidal submerged bar is suggested as the better option for the practical convenience of coastal underwater construction.     

基于机器学习的极光图像自动分割方法

极光是太阳风能量注入到极区的指示器,从观测视野中准确分割出极光区域对研究极光演变如亚暴过程有非常重要的意义.本文基于全卷积神经网络提出了一种弱监督极光图像自动分割策略,数据标记时仅需指定极光区域的一个像素点即可,极大解决了机器学习人工标注数据的压力.首先利用简单单弧状极光图像训练一个初始分割模型Model 1,然后基于该模型,结合热点状和复杂多弧状极光图像获得一个增强的分割模型Model 2,最后对分割结果做进一步优化.本文对2003—2007年北极黄河站越冬观测的2715幅极光图像进行了分割,并和最新论文结果及人工标签进行了定量和定性比较,其中分割结果与人工标签的“交并比”高达60%,证明了本文方法的有效性.     

无人飞艇长导线源时域地空电磁勘探系统及其应用

以无人飞艇作为载体的时域地空电磁探测系统,具有高效、低成本、勘探深度大和空间分辨率高等优点.本文基于二维有限差分方法,分析了长导线源地空电磁响应的特征和变化规律、以及飞行高度的影响;在此基础上,采用32位Cortex-M3内核处理器,以全差分模拟前端压制电磁干扰,实现了24位低噪声多通道海量电磁数据的同步采样及存储,研制了一套可搭载于无人飞艇的时域电磁接收系统,并基于Wi-Fi Mesh无线多跳网络实现了地面远程监控.通过分析飞艇发动机的电磁噪声特点,采用独立分量分析法进行实测数据的噪声去除.研制的地空电磁接收系统使用无人飞艇搭载,在江苏省南通市如东县和内蒙古巴彦宝力格地区进行了电磁探测实验,地空电磁勘探结果与地面瞬变电磁和大地电磁方法进行了对比,证明了地空电磁探测方法的有效性.无人飞艇时域地空电磁探测系统的成功飞行实验,为在我国草原沙漠地区、海陆交互地带、沼泽地带、无人山区等特殊景观地区开展矿产资源、水资源、地质灾害等电磁探测提供了新方法和新思路.     

黄土完全软化强度与残余强度的对比试验研究

为了解决复活蠕滑型黄土滑坡强度参数的取值问题,开展完全软化强度与残余强度的对比试验研究。以山西地区典型黄土为研究对象,采用预压固结法制备饱和重塑试样,并进行反复直剪强度试验获取完全软化强度和残余强度参数。试验结果表明:黄土的完全软化强度以黏聚力为零、颗粒未发生定向排列为主要特征。完全软化强度与二次固结应力和黏粒含量有关。试样在二次固结应力小于300kPa时的应力-应变曲线呈应变软化型,完全软化强度大于残余强度,黏粒含量高的试样应变软化更显著; 试样在二次固结应力大于等于300kPa时的应力应变曲线呈理想塑性型,完全软化强度近似等于残余强度。完全软化内摩擦角与残余内摩擦角的差值和预压固结应力、二次固结应力及黏粒含量有关。完全软化内摩擦角与残余内摩擦角的差值随二次固结应力的增大而减小,最终趋于0。当预压固结应力小于300kPa时,内摩擦角差值及黏粒含量对内摩擦角差值的影响随着预压固结应力的减小呈乘幂性增大; 当预压固结应力大于等于300kPa时,完全软化强度近似等于残余强度,可用完全软化强度近似代替残余强度。研究结论为复活蠕滑型黄土滑坡稳定性分析时强度参数的取值提供了一定的参考。     

Hydroelastic analysis of fully nonlinear water waves with floating elastic plate via multiple knot B-splines

Hydroelastic analysis of fully nonlinear water waves with the floating elastic plate is a hard mission. Especially, the behavior of the wave would be more complex when water wave encounter the floating elastic plate. In this paper, the meshless numerical method is devoted to solve such a problem. Fundamental solution method is applied to approximate the velocity potential in the fluid domain. When the water wave encounters the plate, the wave function would not be enough smooth in the edge of plate compared to the other points. Hence, to analyze numerically the behavior of wave, the solution space should include the basis functions that are not enough smooth in the edge of plate. Moreover, to decrease computational cost significantly, the basis functions had better to have local compact support. The multiple knot B-spline basis functions are suitable that contain both properties. The number of repeated knots, the degree of B-spline and the spatial points are challengeable that are discussed in this paper. The results are in good agreement with those obtained from other numerical works.     

Study of pore pressure variation during liquefaction using two constitutive models for sand

Numerical analyses of liquefiable sand are presented in this paper. Liquefaction phenomenon is an undrained response of saturated sandy soils when they are subjected to static or dynamic loads. A fully coupled dynamic computer code is developed to predict the liquefaction potential of a saturated sandy layer. Coupled dynamic field equations of extended Biot's theory with u–P formulation are used to determine the responses of pore fluid and soil skeleton. Generalized Newmark method is employed for integration in time. The soil behavior is modelled by two constitutive models; a critical state two-surface plasticity model, and a densification model. A class ‘B’ analysis of a centrifuge experiment is performed to simulate the dynamic response of level ground sites. The results of the numerical analyses demonstrate the capability of the critical sate two-surface plasticity model in producing pore pressures that are consistent with observations of the behavior of liquefiable sand in the centrifuge test.