波浪作用下刚性框架浮体及其锚绳运动数值模拟精度分析   总被引：2，自引：1，他引：1  

桂福坤  左孝  潘昀  冯德军  张健 《海洋工程》2018,36(4):1-10

由小尺度刚性杆件构成的复杂结构近年来多用于海洋平台建设和海洋监测浮标制作以及海洋增养殖人工浮鱼礁的设计。采用有限单元法和集中质量点法建立波浪作用下刚性框架浮体及其锚绳运动数值模型,探讨空间单元划分、时间离散步长、数据保存格式对刚性框架浮体和柔性锚绳运动模拟精度的影响,分别给出此三者之间的匹配关系。研究结果表明:框架浮体的单元划分可依据是否出水给定,单元的划分比建议取0.05;锚绳的单元划分与其上端连接的浮体浮力有关,当锚绳的拉力主要由上端浮体浮力产生时锚绳单元的划分影响较小,当锚绳的拉力主要由波浪力产生时锚绳单元的划分比建议取0.02;空间单元划分与时间离散步长存在匹配关系,通过减小时间步长来追求数值模拟精度时必须同时考虑保存运动物理量截断误差的影响。  相似文献   

Improving explicit time integration by modal truncation techniques     

Eugenio Gutirrez  Juan Jos Lpez Cela 《地震工程与结构动力学》1998,27(12):1541-1557

This paper describes a modal weighting technique that improves the stability characteristics of explicit time-integration schemes used in structural dynamics. The central difference method was chosen as the trial algorithm because of its simplicity, both in terms of formulation and ease of numerical stability and convergence analysis. It is shown how explicit algorithms may be reformulated in order to make them stable for any integration time by attenuating high-frequency oscillation modes that are generated by mesh geometry rather than generic dynamical features. We discuss results from trial calculations obtained from mathematical models that represent hysteretic restoring force elements and an application on a physical, four-degree-of-freedom, base-isolated structure using the pseudodynamic technique. © 1998 John Wiley & Sons, Ltd.  相似文献   

大气数值模式空间分辨率的确定方法     

朱禾  孙岚  廖洞贤 《大气科学》2007,31(3):410-417

集中讨论了如何决定大气数值模式空间分辨率的问题。首先, 给出模式分辨率的定义和模式各方程都应满足的不等式，并在此基础上，用尺度分析和单波的方法推出模式水平和垂直分辨率的预估公式。还给出针对一般模式，以预估公式作基础，选择一系列分辨率，用比较试验，结合大气结构特点，最终确定模式分辨率的方法。并用浅水模式进行了水平分辨率的试验。  相似文献   

建筑内噪声点云去除的扫描光线截断法     

王果  李峰  陈超  蔡庆空  杨亚伦 《测绘通报》2021,(9):28-31

建筑内部噪声点云由于不同风格的家具及遮挡问题,分布规律比较复杂且通常与建筑立面粘连,难以通过交互的方式去除。针对这一问题,本文提出了一种建筑内噪声去除的扫描光线截断法。该方法首先分割建筑面片;然后将扫描中心点与点云组成的扫描光线与建筑立面求交;最后通过比较扫描光线的长度和扫描中心点与交点的距离,利用建筑立面截断扫描光线,从而在保持原始采样间隔的情况下自动去除建筑内部噪声点云。试验结果表明,该方法能较好地去除建筑内部的噪声点。  相似文献   

Optimal Design of Equivalent Water Depth Truncated Mooring System Based on Baton Pattern Simulated Annealing Algorithm简   总被引：2，自引：2，他引：0  

张火明  黄赛花  管卫兵 《中国海洋工程》2014,28(1):67-80

The highest similarity degree of static characteristics including both horizontal and vertical restoring force-displacement characteristics of total mooring system, as well as the tension-displacement characteristics of the representative single mooring line between the truncated and full depth system are obtained by annealing simulation algorithm for hybrid discrete variables （ASFHDV, in short）. A“baton” optimization approach is proposed by utilizing ASFHDV. After each baton of optimization, if a few dimensional variables reach the upper or lower limit, the boundary of certain dimensional variables shall be expanded. In consideration of the experimental requirements, the length of the upper mooring line should not be smaller than 8 m, and the diameter of the anchor chain on the bottom should be larger than 0.03 m. A 100000 t turret mooring FPSO in the water depth of 304 m, with the truncated water depth being 76 m, is taken as an example of equivalent water depth truncated mooring system optimal design and calculation, and is performed to obtain the conformation parameters of the truncated mooring system. The numerical results indicate that the present truncated mooring system design is successful and effective.  相似文献   

吕明1，2，汤良杰1，2   总被引：1，自引：0，他引：1  

吕明  汤良杰 《现代地质》2013,(5)

通过系统的地震资料综合解释,对塔里木盆地巴楚隆起卡拉沙依断裂上、下盘沉积地层厚度的变化及各界面与上、下部地层的接触关系、不整合面的发育特征及变化规律进行研究,以此来探讨卡拉沙依断裂各时期的活动特征。认为卡拉沙依断裂东、西两段呈现出截然不同的活动特征。主断裂东段,晚寒武世-奥陶纪,断裂无明显活动;早志留世晚期-早二叠世,断裂开始活动,呈现出逆冲推覆断裂的特征;经中二叠世的平静期,从晚二叠世开始又有一次逆冲推覆活动。而位于主断裂南侧的次级断裂,在晚寒武纪-中志留世,断裂无明显活动;从早中泥盆世开始,次级断裂开始活动,表现为压性断裂特征,逆冲推覆作用持续至早二叠世,经过中二叠世短暂的平静期,在晚二叠世还有一次继承性活动,但活动强度较弱。主断裂西段,奥陶纪时期,断裂开始活动并表现出张性断裂活动特征;经过志留纪-中二叠世的平静期,从晚二叠世开始,断裂西段发生正反转作用,逆冲推覆活动明显。次级断裂西段,在晚寒武世-早中二叠世并无活动,从晚二叠世开始,断裂开始活动,表现为强烈的逆冲推覆作用。  相似文献   

Seismic site effects by an optimized 2D BE/FE method I. Theory, numerical optimization and application to topographical irregularities     

B. Gatmiri  C. Arson  K.V. Nguyen 《Soil Dynamics and Earthquake Engineering》2008,28(8):632-645

This paper deals with the evaluation of seismic site effects due to the local topographical and geotechnical characteristics. The amplification of surface motions is calculated by a numerical method combining finite elements in the near field and boundary elements in the far field (FEM/BEM). The numerical technique is improved by time truncation. In the first part of this article, the accuracy and the relevance of this optimized method are presented. Moreover, parametric studies are done on slopes, ridges and canyons to characterize topographical site effects. The second part deals with sedimentary valleys. The complexity of the combination of geometrical and sedimentary effects is underlined. Extensive parametrical studies are done to discriminate the topographical and geotechnical effects on seismic ground movement amplifications in two-dimensional irregular configurations. Characteristic coefficients are defined to predict the amplifications of horizontal displacements. The accuracy of this quantitative evaluation technique is tested and discussed.  相似文献   

Iterative Methods for Solving the Nonlinear Balance Equation with Optimal Truncation     

Qin XU  Jie CAO 《大气科学进展》2021,38(5):755-770

Two types of existing iterative methods for solving the nonlinear balance equation(NBE)are revisited.In the first type,the NBE is rearranged into a linearized equation for a presumably small correction to the initial guess or the subsequent updated solution.In the second type,the NBE is rearranged into a quadratic form of the absolute vorticity with the positive root of this quadratic form used in the form of a Poisson equation to solve NBE iteratively.The two methods are rederived by expanding the solution asymptotically upon a small Rossby number,and a criterion for optimally truncating the asymptotic expansion is proposed to obtain the super-asymptotic approximation of the solution.For each rederived method,two iterative procedures are designed using the integral-form Poisson solver versus the over-relaxation scheme to solve the boundary value problem in each iteration.Upon testing with analytically formulated wavering jet flows on the synoptic,sub-synoptic and meso-αscales,the iterative procedure designed for the first method with the Poisson solver,named M1a,is found to be the most accurate and efficient.For the synoptic wavering jet flow in which the NBE is entirely elliptic,M1a is extremely accurate.For the sub-synoptic wavering jet flow in which the NBE is mostly elliptic,M1a is sufficiently accurate.For the meso-αwavering jet flow in which the NBE is partially hyperbolic so its boundary value problem becomes seriously ill-posed,M1a can effectively reduce the solution error for the cyclonically curved part of the wavering jet flow,but not for the anti-cyclonically curved part.  相似文献   

尼日尔三角洲Stubb Creek油田阿格巴达组层序地层学研究     

刘辰生  胡喜峰  苏娟  许杰 《世界地质》2008,27(4)

根据测井、岩屑录井及地震资料,尼日尔三角洲Stubb Creek油田阿格巴达组可划分为SQl、SQ2、SQ3 3个层序.每个层序均由低位体系域、海侵体系域和高位体系域组成,符合Vail经典的层序地层学模式.各层序低位体系域底部在地震剖面上表现为一系列的削截面,高位体系域由下超面组成.层序界面还表现为沉积相的突变面.最大海泛面位于自然伽玛最大值处.低位体系域砂体在研究区北部最发育,向南部逐渐减薄,这与研究区的物源位于北部有关.研究区沉积体系包括下切谷充填、浅海陆棚和三角洲沉积体系.下切谷沉积体系分布在各层序低位体系域,浅海陆棚沉积体系分布在海侵体系域和高位体系域,而三角洲沉积体系仅分布在高位体系域.  相似文献   

Uncertainty modeling and analysis of surface area calculation based on a regular grid digital elevation model (DEM)     

Chang Li  Sisi Zhao  Qing Wang  Wenzhong Shi 《International journal of geographical information science》2018,32(9):1837-1859

In the field of digital terrain analysis (DTA), the principle and method of uncertainty in surface area calculation (SAC) have not been deeply developed and need to be further studied. This paper considers the uncertainty of data sources from the digital elevation model (DEM) and SAC in DTA to perform the following investigations: (a) truncation error (TE) modeling and analysis, (b) modeling and analysis of SAC propagation error (PE) by using Monte-Carlo simulation techniques and spatial autocorrelation error to simulate DEM uncertainty. The simulation experiments show that (a) without the introduction of the DEM error, higher DEM resolution and lower terrain complexity lead to smaller TE and absolute error (AE); (b) with the introduction of the DEM error, the DEM resolution and terrain complexity influence the AE and standard deviation (SD) of the SAC, but the trends by which the two values change may be not consistent; and (c) the spatial distribution of the introduced random error determines the size and degree of the deviation between the calculated result and the true value of the surface area. This study provides insights regarding the principle and method of uncertainty in SACs in geographic information science (GIScience) and provides guidance to quantify SAC uncertainty.  相似文献