共查询到20条相似文献，搜索用时 125 毫秒
1.
由于受卫星平台的运动、传感器成像特性、卫星的星历与姿态和地形起伏等客观因素的影响,任何使用线阵列 CCD 传感器的航天遥感系统在成像过程中都会产生影像变形。 因此在卫星设计过程中,必须综合考虑这些因素对成像结果的影响。 针对这一问题,从线阵高分辨率遥感卫星成像方式及敏捷型卫星的成像特点出发,综合考虑成像时各种几何变形因素的影响,并依据严格成像模型,对所设计的传感器进行成像模拟,最后对模拟影像进行变形分析,以检核遥感卫星的系统设计是否能满足用户要求。 相似文献
2.
辽东湾鲅鱼圈赤潮与环境因子分析 总被引：5，自引：2，他引：3
赤潮的发生是一个复杂的生态变化过程,赤潮藻的快速增殖不仅需要丰富的营养物质基础,适宜的物理环境条件亦是不可或缺的,是诸如水文、气象、物理、化学和生物因子综合作用的结果。辽东湾为我国北方海域赤潮最频繁海域。本文就1998年～2003年5月间发生在辽东湾的赤潮过程,从天气形势、水文气象环境动力因子的角度对赤潮的暴发进行分析研究与统计,得出了赤潮暴发的相似天气形势及水文气象环境动力因子的变化规律,试图探索其预报的可能性。并就2001年北海分局在鲅鱼圈监测到的赤潮水文、气象、物理、化学等环境因子数据,运用正交分析、聚类分析多元统计分析方法,分析了赤潮发生过程中环境因子的变化规律,试图寻找影响赤潮的主导因子与重要因子。 相似文献
3.
赤潮预报的人工神经网络方法 总被引：2，自引：0，他引：2
基于渤海湾赤潮观测数据(2003年5月~9月),对藻类浓度与环境因子进行了相关性分析,选择出影响藻类浓度的主要环境因子,然后对主要环境因子作主成分分析,在主成分分析的基础上,建立了一个用于赤潮预报的人工神经网络模型。 相似文献
4.
本文是应用天气动力学方法,对13个台风环流降水过程进行了诊断分析后,归纳出影响台风环流降水的天气系统和产生降水的物理因子,在此基础上,提出一些关于台风环流降水和暴雨预报的参考依据,在实际业务工作中,对提高台风环流降水预报水平是十分有意义的。 相似文献
5.
探讨了应用离散元分析方法求解地震荷载下沉箱和背后填土大变形问题的可能性,开发了能描述沉箱的平面形状及沉箱与土体摩擦特性的矩形单元。并通过简单实例分析了地震时沉箱码头的变形,再现了沉箱码头地震灾害的发生过程,为沉箱在地震情况下的大变形分析提供了一种新途径。比较了两种沉箱模型对分析结果的影响,提出了相应的方法。 相似文献
6.
自升式平台桩基土体变形规律与破坏机理分析 总被引：2，自引：0，他引：2
张其一 《中国海洋大学学报(自然科学版)》2012,(11):111-116
研究自升式平台桩基土体的变形规律与失稳机理,对合理评价平台桩基的稳定性具有十分重要的意义。本文基于Galerkin数值分析方法,采用网格重绘与插值技术,利用Abaqus/Stand的牛顿求解方法对平台插桩过程进行大变形分析,较为准确地研究了边界非线性对土体变形规律与破坏机理的影响。通过Abaqus二次开发接口,合理地模拟了桩土界面摩擦特性,以及海床土层剪切强度沿深度非均匀变化特性对海床极限承载能力和破坏机理的影响。揭示了插桩过程中桩周土体的变形规律与失稳模式,给出了插桩入泥深度与极限承载力曲线,并将计算结果同Skempton、Hansen等计算公式进行了合理对比。结果表明:本文给出的桩基土体变形规律与破坏机理,能够较为合理地揭示自升式平台插桩过程中海床土体的大变形特性,以及较为合理地评估自升式平台桩基极限承载能力。 相似文献
7.
盛夏南海北部台风和热带低压登陆前、后的对比分析 总被引：2，自引：0，他引：2
盛夏南海北部台风与热带低压登陆前、后对比诊断分析表明，影响这两类热带低值系统发展的物理因子和过程为：涡度平流作用对二者在海上发展都不利；有利的大尺度环境流场造成的气旋性辐合、气压场作功以及积云对流活动造成的涡度、扰动动能、热量的积累是台风，低压发展的基本因子；台风发展以斜压转换过程明显，热带低压发展以正压转换过程为主。 相似文献
8.
长江口水域波浪数值计算 总被引：2，自引：0，他引：2
利用高阶非线性抛物型缓坡方程对长江口水域的波浪传播变形作了推算,依据测站的资料分析数值模式中的底摩阻因子和风能输入因子对波浪传播的影响,进而确定其参数。针对不同导堤结构型式,分析了潜堤的波浪传递系数,最后对长江口二期整治工程完成后水域的波浪场作了推算。 相似文献
9.
基于模糊系统理论，讨论了从实测信号中滤除特定干扰噪音的途径和过程，研究了从观测资料中辩识El Nino／La Nina主要影响因子的诊断检测方法。结果表明，由于模糊系统具有非线性、容错性和自适应学习等特性，因此能够比较有效地辨认和检测出El Nino／La Nina事件的主要影响因子，并大致分析出它们对不同El Nino／La Nina事件的影响程度和贡献大小。 相似文献
10.
对二维刚性圆柱涡激振动进行了系统理论和数值模拟研究,对比了不同因素下圆柱振幅、锁定区间、升阻力系数等关键参数和特征,探究了影响圆柱涡激振动特性的因素。通过线性化分析推导出了锁定区间柱体响应的频率比、振幅与流体荷载和系统物性参数之间的定性关系。为检验理论分析结果,对相关经典实验的结果进行了整理,并用RANS模型开展了相应的数值模拟。理论分析、实验和数值模拟三者的结论相符,可以确认以下结论:当圆柱处在锁定状态时,其振幅大小由组合因子决定。组合因子越小,圆柱的振幅越大,反之则越小,但是组合因子对振幅的影响幅度有限;柱体锁定区间范围的大小由质量比决定,质量比越小,锁定范围越大,反之则越小,质量比对锁定区间范围的大小有显著影响,影响的主要范围是在约化速度较大一端。 相似文献
11.
Jiang Kaihui Yao Minglun Lecturer Tianjin University Tianjin Professor Tianjin University Tianjin 《中国海洋工程》1994,(1)
-This paper presents the research results of dynamic pore water pressure and the characteristics of dynamic deformation of saturated soft clay and the factors affecting the dynamic pore water pressure and dynamic deformation. Dynamic triaxial compression tests are carried out and the soil samples used in the tests are remoulded clay from the seabed of the Bohai Bay. The paper also deals with the dynamic deformation mechanism of saturated soft clay foundation without drain. A calculation model for permanent dynamic deformation of saturated soft clay foundation has been established. 相似文献
12.
Dynamic Behavior and Deformation Analysis of the Fish Cage System Using Mass-Spring Model 总被引：2，自引：0，他引：2
Fish cage systems are influenced by various oceanic conditions, and the movements and deformation of the system by the external forces can affect the safety of the system itself, as well as the species of fish being cultivated. Structural durability of the system against environmental factors has been major concern for the marine aquaculture system. In this research, a mathematical model and a simulation method were presented for analyzing the performance of the large-scale fish cage system influenced by current and waves. The cage system consisted of netting, mooring ropes, floats, sinkers and floating collar. All the elements were modeled by use of the mass-spring model. The structures were divided into finite elements and mass points were placed at the mid-point of each element, and mass points were connected by springs without mass. Each mass point was applied to external and internal forces, and total force was calculated in every integration step. The computation method was applied to the dynamic simulation of the actual fish cage systems rigged with synthetic fiber and copper wire simultaneously influenced by current and waves. Here, we also tried to find a relevant ratio between buoyancy and sinking force of the fish cages. The simulation results provide improved understanding of the behavior of the structure and valuable information concerning optimum ratio of the buoyancy to sinking force according to current speeds. 相似文献
13.
For evaluation of the permanent deformation of a sea embankment under stochastic earthquake excitation, a robust dynamic risk analytical method is presented based on conventional permanent deformation analysis and stochastic seismic response analysis. This method can predict not only the mean value of maximum permanent deformation but also the reliability corresponding to different deformation control standards. The earthquake motion is modelled as a stationary Gaussian filtered white noise random process. The predicted average maximum horizontal permanent displacement is in agreement with the conventional result. Further studied are the reliability of permanent deformation due to stochastic wave details at one seismic motion level and the risk of permanent deformation due to stochastic seismic strength, i. e., the maximum acceleration in a long period. Therefore, it is possible to make the optimal design in terms of safety and economy according to the importance of a sea embankment. It is suggested tha 相似文献
14.
利用GPS对构筑物进行动态变形监测,获取构筑物的动态变形序列,通过卡尔曼滤波处理变形时间序列,从而削弱相关噪声的影响,提取真实的变形信号,并通过FFT处理变形信号,验证其滤波效果.在分析累积和算法的前提下,构建构筑物预警模型,分析了平均运行长度及预警阈值等相关参数的选取原则.经实测数据分析,模型能有效检测到变形发生时刻,该方法能够提高GPS进行动态变形预警的可靠性,特别是为微小变形提供一定研究指导意义. 相似文献
15.
Deformation of rubble-mound breakwaters under cyclic loads 总被引：1，自引：0，他引：1
Rubble-mound breakwaters usually consist of a core of small quarry-run rock protected by one or more intermediate layers or underlayers that separate the core from the cover layers, which are composed of large armor units. Failure of rubble-mound breakwaters may be due to effects such as removal or damage of the armor units, overtopping leading to scouring, toe erosion, loss of the core material, or foundation problems under waves. However, whether rubble mounds fail under seismic loads is unknown. High seismic activity can lead to large settlements and even to failure of the breakwaters. The design of coastal structures should take into account the most relevant factors in each case, including seismic loading. The objective of this study is to understanding the failure mechanisms of conventional breakwater structures under seismic loads on rigid foundations. Hence, an experimental study was carried out on conventional breakwater structures with and without toes, subjected to different dynamic loadings of variable frequencies and amplitudes, in a shaking tank. A shaking tank with a single degree of freedom was developed to study the simple responses of conventional rubble-mound breakwaters under cyclic loads. For each test, an automatic raining crane system was used to achieve the same relative density and porosity of the core material. The input motion induced horizontal accelerations of different magnitudes during the tests. The accelerations and the deformation phases of the model were measured by a data acquisition system and an image processing system. The experiments on the conventional rubble-mound type breakwater model were performed under rigid-bottom conditions. The model's scale was 1:50. Cyclic responses of breakwaters with toes and without toes were examined separately, and their behaviors were compared. The results were compared with a numerical study, and the material properties and failure modes were thus defined. 相似文献
16.
Wang Gang Li Zhen Chen Tieyun Ph. D. Marine Design Research Institute of China Shanghai Engineer Marine Design Research Institute of China Shanghai Professor Dept. of Naval Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai 《中国海洋工程》1998,(1)
This paper concerns the dynamic plastic response of a circular plate resting on fluid subjectedto a uniformly distributed rectangular load pulse with finite deformation.It is assumed that the fluid isincompressible and inviscous,and the plate is made of rigid-plastic material and simply supported along itsedge.By using the method of the Hankel integral transformation,the nonuniform fluid resistance is de-rived as the plate and the fluid is coupled.Finally,an analytic solution for a circular plate under a mediumload is obtained according to the equations of motion of the plate with finite deformation. 相似文献
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介绍了卡尔曼滤波的基本原理,针对常规GPS变形监测数据处理中存在着不连续、非实时的缺点,结合卡尔曼滤波的特点,运用三峡实测数据对GPS变形监测动态数据处理中卡尔曼滤波的应用进行研究。并采用各点点位位移速度图对所建立的函数模型进行验证,同时对状态方程的建立及初始值的选取进行分析总结。 相似文献
19.
This article presents the settlement of drilled shafts resulting from their structural deformations. Although drilled shafts are widely used as foundations for settlement-sensitive structures such as bridges and high-rise buildings, the structural deformations of drilled shafts are not typically taken into account in the design process. However, if unexpected structural deformations of drilled shafts cause additional settlement to the foundation, the serviceability of the superstructure can be jeopardized. Unfortunately, very few research efforts have been made to quantify the structural deformation of drilled shafts; this needs to be addressed to accurately predict the settlement of drilled shafts. In this study, we investigate the effect of structural deformation on displacement of axially loaded drilled shafts. Finite element analyses were performed to quantify the structural deformation of drilled shafts. The analysis results indicated that the structural deformation of drilled shafts could be quite significant for long drilled shafts. The main factors that affected the structural deformation of drilled shafts were found to be pile length, the material properties of drilled shafts, and the relative humidity of surrounding soil. An approximate equation is proposed to estimate the long-term deformation of drilled shafts. 相似文献