Evaluation of bending moments and shear forces at unit connections of very large floating structures using hydroelastic and rigid body analyses

This paper investigates the characteristics of bending moments, shear forces and stresses at unit connections of very large floating structures (VLFS) under wave loads. The responses of VLFS are calculated by solving multi-body motion equation considering hydroelasticity and connection stiffness. Hydroelastic responses are calculated by the direct method. Higher-order boundary element method (HOBEM) is used for fluid analysis and finite element method (FEM) is introduced for structural analysis. The equation of motion is modified to describe the unit connections by employing spring elements. Bending moments and shear forces at the connections are obtained from the dynamic equilibrium condition for pressures and inertia forces. Two types of VLFS units such as tandem arranged units and side-by-side arranged units are considered in the numerical examples. The influences of connection stiffness, wave frequency and heading angle on responses of VLFS are investigated through the numerical examples. Rigid body analysis along with hydroelastic analysis is also carried out in the numerical analysis and comparison of those two approaches is discussed.     

周期性饥饿再投喂对曼氏无针乌贼(Sepiella japonica)幼体生长、体组成及氨基酸和脂肪酸的影响

采用持续投喂(对照组C)和周期性饥饿1d再投喂5d(S1F5)、周期性饥饿2d再投喂4d(S2F4)、周期性饥饿3d再投喂3d(S3F3)4种投喂策略,研究了周期性饥饿再投喂对曼氏无针乌贼(Sepiella japonica)幼体(10.16±0.25g)的生长、体组成、氨基酸和脂肪酸的影响。结果表明:S3F3处理组中体重增重率、胴体长增长率及成活率三个指标均分别显著低于对照组C(P0.05),而S1F5和S2F4处理组三个指标均与对照组C差异不显著(P0.05)。另外,随着周期性饥饿时间的延长,体组成水分含量呈显著上升趋势(P0.05),而粗蛋白和粗脂肪含量均呈显著下降趋势(P0.05),灰分含量变化不显著(P0.05)。三个处理组中氨基酸总量(T)、必需氨基酸总量(E)均与对照组C差异不显著(P0.05);EPA、DPA和DHA含量均与对照组C差异不显著(P0.05)。综合上述结果表明,S1F5和S2F4组的曼氏无针乌贼幼体均出现了完全补偿生长,并且对其营养组成没有影响,建议曼氏无针乌贼幼体的最佳投喂模式为周期性饥饿2d再投喂4d。     

An experimental method for determining the frequency-dependent added mass and added mass moment of inertia for a floating body in heave and pitch motions

Most of the existing relevant materials have been obtained from experiments, in which evaluating the added mass at the resonant frequency corresponding to the peak of a frequency-response curve obtained from the “forced” vibration analysis is the most popular technique. In this paper, a simple experimental method was presented where the “free” vibration responses instead of the “forced” ones were used to determine the values of m_ah and I_ap. The main part of the experimental system is composed of a floating body (model) and a spring–shaft shaker. The “free” vibration of this main part was induced by imposing on it an initial displacement (and/or an initial velocity), and from the time histories of displacements information such as the “damped” natural frequencies, damping ratios, sectional added mass coefficients (C_V and C_P) were obtained. Since the displacements of the spring–shaft shaker are “translational” and those of the floating body due to pitch motions are “angular”, a technique for the transformation between the associated parameters of the two components of the main part was presented.     

互层胶结土中正断层地震地表破裂位错特征研究

为了解决采用Trimble GX 3D地面激光三维扫描仪分析互层胶结土中正断层地震地表破裂位错特征时,未有效模拟地表垂直和水平位移的基本特征,获取的地表破裂位错特征结果不准确的问题。提出新的互层胶结土中正断层地震地表破裂位错特征研究方法,先构建地震地表弹性位错模型,分析互层胶结土正断层的地表三维断裂特征,得到地表在受到走滑、逆冲和张开错动导致的地表错位变化情况;再通过正断层地震地表破裂离心机试验,获得互层胶结土中正断层地震地表破裂位错特征。试验结果说明,所提方法可有效分析互层胶结土中正断层地震地表破裂位错特征,且破裂点在土体模型中部和中下部的裂缝深度分别为22.4 m和33.4 m,裂缝上的破裂点处于土体模型的中下部时,裂缝的深度越深。     

云南地区背景噪声互相关函数中体波信号来源初探

利用云南地区43个宽频带地震台站记录的2008～2010年垂直分量数据,计算了台站对间的互相关函数并得到了5～40 s周期的瑞利面波信号。研究发现在5～10 s周期范围内,瑞利面波信号之前存在很强的前驱信号,该信号能量优势频段为0.1～0.2 Hz,其到时接近噪声互相关函数零点,视速度约为30 km/s。该信号到时随季节存在正负交替变化,进一步的质点分析表明该信号为出射角较小的P波信号。参考已有的研究,认为远场地脉动噪声源中的P波信号穿过地球深部到达云南地区,形成了噪声互相关函数中视速度较高的体波信号,并且相关的噪声源位置在冬季和夏季分别位于北太平洋和南印度洋,具有明显的季节性空间变化。     

3D inversion of gravity data by separation of sources and the method of local corrections: Kolarovo gravity high case study

We present a novel methodology for 3D gravity/magnetic data inversion. It combines two algorithms for preliminary separation of sources and an original approach to 3D inverse problem solution. The first algorithm is designed to separate sources in depth and to remove the shallow ones. It is based on subsequent upward and downward data continuation. For separation in the lateral sense, we approximate the given observed data by the field of several 3D line segments. For potential field data inversion we apply a new method of local corrections. The method is efficient and does not require trial-and-error forward modeling. It allows retrieving unknown 3D geometry of anomalous objects in terms of restricted bodies of arbitrary shape and contact surfaces. For restricted objects, we apply new integral equations of gravity and magnetic inverse problems. All steps of our methodology are demonstrated on the Kolarovo gravity anomaly in the Danube Basin of Slovakia.     

基于深度学习的2D-3D地下密度异常体反演方法

地下密度异常体反演需要由二维数据反演三维结果,为了高效、高精度地反演地下异常体的位置及密度信息,本文提出2D-3D InvNet深度学习反演方法.方法的编-解码器结构,在编码阶段利用二维卷积网络结构提取地表重力异常及重力梯度异常数据信息,解码阶段利用三维卷积网络结构恢复异常体地下形态,实现了二维和三维网络结构的结合.为了精确地反演异常体密度,提出利用加权均方误差（WtdMSE）作为损失函数,同时为了更好地评估反演结果,引入核密度函数作为评价手段.与均方误差（MSE）相比,利用WtdMSE作为损失函数对异常体密度的反演结果更为准确,异常体所在区域的密度误差减少50%以上.对理论样本的反演结果表明,2D-3D InvNet在准确反演异常体地下位置的同时,也能给出准确的密度信息.应用此方法对西澳大利亚Kauring地区实测数据进行反演,我们成功获得了此区域地下异常体的密度分布.理论与实际应用结果表明,2D-3D InvNet深度学习方法稳定且具有较强的泛化性能,能在无需规定限制条件的情况下快速获得准确的反演结果.

     

黄土滑坡的基本类型与活动特征

高位黄土滑坡具有高势能、突发性、隐蔽性、滑动速度迅速、威胁范围广、破坏冲击能力强等特点,破坏形式多为摧毁和压埋为主,是黄土地区防灾减灾、工程治理棘手难题。不同的地形地貌类型、地层岩性、水文地质条件、地质构造等对滑坡形成都具有本质上的差异。结合平凉市静宁县仁大镇和天水市麦积区大沟高位黄土滑坡典型实例,通过工程地质测绘、工程地质勘查、无人机高精度航测等技术手段,从空间分布、滑坡特征、成因、运动机理、成灾特点等方面进行了系统研究。结果表明,根据地形地貌归属可分为坡面型和沟谷型高位黄土滑坡,其中平凉市静宁县仁大镇滑坡属于坡面型,以 “土浪” 的形式运动,在运动时间上与滑坡启动具有同周期性和连续性,运动速度迅速,运动顺序为滑体脱离母体→土体滑动→土体堆积;天水市麦积区大沟属于沟谷型,以泥流的形式进行运动,滑坡滑动与堆积体启动在时间上具有一定的滞后性,速度相对前者较缓慢,运动顺序为滑体脱离母体→土体堆积→土体滑动→淤积,其运动、堆积特点和黏性泥石流基本相似。     

Numerical study of the motions and drift force of a floating OWC device

The motion and the drift force of a floating OWC (oscillating water column) wave energy device in regular waves are studied taking account of the oscillating surface-pressure due to the pressure drop across the duct of the air chamber. The potential problem inside the chamber is formulated by making use of the Green integral equation associated with the Rankine-type Green function while the outer problem with the Kelvin-type Green function. The added mass, wave damping and excitation coefficients as well as the motion and drift force of the OWC device are calculated for various values of parameter related to the pressure drop.     

强光照和黑暗条件下刺参体壁的基因表达差异

参对光照变化非常敏感,研究刺参对光照的分子响应非常重要。本研究应用RNA测序获取了刺参暴露于强光（“强光”）、正常光照（“对照”）和完全黑暗（“黑暗”）环境下体壁的基因表达谱情况,通过“对照”与“黑暗”,“对照”与“强光”和“黑暗”与“强光”的比较,在|log₂ ratio|≥1和FDR≤0.001的标准下分别发现了1161、113和1705个差异表达基因（DEGs）。基因本体分析表明,“cellular process”和“binding”在“生物过程”和“分子功能”类别中的DEGs富集最多,而“cell”和“cell part”在“细胞组分”类别中的DEGs富集最多。将DEGs与Kyoto Encyclopedia基因和基因组数据库上的于214、41和229条通路进行比对,发现了51、2和57条通路分别显著富集。本研究发现的光特异性DEGs可作为深入研究刺参对光照变化的生化适应机制的重要目标基因。