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91.
Freak waves are extreme and unexpected surface waves with huge wave heights that may lead to severe damage to ships and offshore structures. However, few researches have been conducted to investigate the impact underneath fixed horizontal decks caused by freak waves. To study these phenomena, a 2-D numerical wave tank is built in which nonlinear freak waves based on the Peregrine breather solution are generated. As a validation, a regular-wave-induced underneath impact is simulated and compared to the existing experimental measurements. Then the nonlinear freak-wave-induced impact is investigate with different values of deck clearance above the mean free surface. In addition, a comparative simulation of a “large” regular wave based on the 2nd-order Stokes wave theory with the same crest height and wave length of the nonlinear freak wave is carried out to reveal the unique features of the nonlinear freak-wave-induced impact. By applying a fluid–structure interaction (FSI) algorithm in which the bottom deck and front side wall are simplified as Euler beams in 2-D and discretized by the finite element method (FEM), the hydroelastic effects are considered during the impact event. The vertical force acting underneath the bottom deck, the transversal force acting on the front side wall, the structural displacements of the elastic deck and wall are analyzed and discussed respectively, from which meaningful conclusions are drawn. 相似文献
92.
We present a new model updating technique for the automatic calculation of the small strain shear modulus of geomaterials, based on bender element experiments. The technique searches for the shear modulus that maximizes the correlation between the output signal obtained from the experiment and the output signal acquired from its computational simulation. Instead of conventional extremum finding algorithms, a fixed point technique is used to update the shear modulus at each iteration. This option increases substantially the attraction basin of the absolute maximum correlation and improves the convergence of the algorithm. 相似文献
93.
针对小波包处理地震非平稳信号过程中存在的“跳频”现象,以及现有方法不能快速准确地得到地震信号高层次小波包分解时频带序号和结点序号的排列规律的弊端,基于小波包变换算法和异或运算,提出一种频带序号到结点序号的快速转换算法。基于MATLAB平台,以唐山南北向地震波为例,编制相应程序进行分析,得到的地震频带序号与其小波包树结点序号的排列规律与现有方法得到的结果完全一致,验证了该转换算法的正确性。 相似文献
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中国大陆构造中的西秦岭-松潘大陆构造结 总被引:121,自引:10,他引:111
位于中国大陆中部的西秦岭—松潘大陆构造结属于地壳尺度上的巨型构造。该巨型构造是在中国大陆完成其主体拼合过程中 ,在特提斯阿尔卑斯—喜马拉雅、太平洋和古亚洲及其后的环西伯利亚弧形构造三大构造动力学体系共同作用下 ,由构成中国大陆的主要造山带及地块交接汇聚而成 ,成为东西向的中国大陆中央造山系、近南北向的川滇—贺兰构造带和中新生代以来形成的青藏高原之间交接转换的关键构造域。在先期构造基础上 ,构造结形成具有东、西和北三个重要边界以及内部东北、东南、西南和南端等多个具体构造结点。其内部主干构造勉略—阿尼玛卿构造带又将其划作西秦岭和松潘地块南北两部分。西秦岭—松潘构造结主要形成于中国大陆印支主拼合期 ,并叠加印支期后陆内构造。构造结内组成与结构复杂 ,构造样式繁多 ,包含有丰富的大陆地质信息 ,实属研究中国大陆地质与大陆动力学不可多得的天然实验室 相似文献
96.
The aim of this study is to arrive at a better understanding of the phenomenon of locking of low‐order compatible displacement type of finite elements in particular for the hour‐glass mode of the plane four‐node element and dilative materials. To this end the properties of finite elements are investigated in an analytical way, where a finite element is considered as a plane boundary value problem with prescribed boundary displacement (Dirichlet problem). In this paper for the sake of simplicity the simplest possible linear comparison solid, namely isotropic linear elasticity, is applied, although recognizing fully that for a dilative material elasto‐plasticity would be more realistic. From the study described in this paper it is concluded that locking of the four‐node element is not due to any particular numerical formulation of this compatible finite element since, even the analytical solution suffers from this problem. The locking of this element is not related to incompressibility of the material either as the analytical solution shows locking to occur at a parameter set which differs significantly from the one in case of incompressibility. It is shown that locking is a consequence of the combination of the dilative material behaviour and the compatible displacement type of boundary conditions, which leads to infinite isotropic stresses in the element. These infinite isotropic stresses occur at the limit of uniqueness of the solution, which for this element is shown to occur outside the parameter range of the sufficiency of uniqueness. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献
97.
针对现有无线传感器网络节点硬件固定,不能重新配置的问题,设计了一种全新的基于仿生硬件的无线传感器网络节点自修复方法,采用仿生硬件实现动态可重构无线传感器网络节点,以使节点能够自主地、动态地改变自身的结构和行为,在其部分硬件失效情况下进行节点的仿生自修复.该研究提出了相关节点的仿生自修复方法,研制了基于现场可编程阵列的仿生自修复节点,并通过实验验证了节点的自修复能力.对于提高无线传感器网络的鲁棒性和安全性具有重要意义. 相似文献
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山东省地质调查院节点网络采用以太网星型拓扑结构,主干提供百兆带宽,完成了1栋楼4个楼层共70个信息点、1个中心机房的综合布线。部署了服务器、主干交换机、支交换机、路由器、防火墙、UPS等网络设备,以及网络操作系统、网络防病毒系统和网络数据服务系统等软件。该节点网络已通过了中国地质调查局组织的专家验收,实现了与国家地质骨干网的连接,满足了新形势下地质调查工作的信息传输、存储和共享服务的需求。 相似文献