储罐隔震设计简化分析方法

本文在文献[1]的基础上,提出了储罐隔震抗震设计的简化实用计算方法，把原来三质点体系的分析简化为单质点的问题。文中提出了隔震设计动态参数的选取方法。     

立式储罐基础隔震动力反应特性分析

本文基于文献[1]建立的立式储罐基础隔震体系，针对阻尼，波高，隔震震频率等因素，进行了分析和研究，给出了工程设计所需的隔震频率、阻尼比并分析了隔震周期对波高控制的影响。     

Application of desingularized approach to water wave propagation over three-dimensional topography

A numerical approach based on desingularized boundary element method and mixed Eulerian–Lagrangian formulation [Zhang et al., 2006. Wave propagation in a fully nonlinear numerical wave tank: a desingularized method. Ocean Engineering 33, 2310–2331] is extended to solve the water wave propagation over arbitrary topography in a three-dimensional wave tank. A robust damping layer applicable for regular and irregular incident waves is employed to minimize the outgoing wave reflection back into the wave tank. Numerical results on the propagation of regular and irregular incident waves over the flat bottom and linear incident waves over an elliptical shoal show good concurrence with the corresponding analytical solutions and experimental data.     

Fully Coupled Fluid-Structure Interaction Model Based on Distributed Lagrange Multiplier/Fictitious Domain Method

This paper,with a finite element method,studies the interaction of a coupled incompressible fluid-rigid structure system with a free surface subjected to external wave excitations.With this fully coupled model,the rigid structure is taken as "fictitious" fluid with zero strain rate.Both fluid and structure are described by velocity and pressure.The whole domain,including fluid region and structure region,is modeled by the incompressible Navier-Stokes equations which are discretized with fixed Eulerian mesh.However,to keep the structure's rigid body shape and behavior,a rigid body constraint is enforced on the "fictitious" fluid domain by use of the Distributed Lagrange Multiplier/Fictitious Domain(DLM/FD) method which is originally introduced to solve particulate flow problems by Glowinski et al.For the verification of the model presented herein,a 2D numerical wave tank is established to simulate small amplitude wave propagations,and then numerical results are compared with analytical solutions.Finally,a 2D example of fluid-structure interaction under wave dynamic forces provides convincing evidences for the method excellent solution quality and fidelity.     

基于模拟退火算法的潜艇结构系统可靠性计算

针对结构系统可靠度计算中重要样本函数选择的困难，提出了应用模拟退火算法的自适应的重要样本法，并根据结构系统可靠性计算的特点，给出了适宜的模拟退火过程的冷却进度表。潜艇耐压结构系统可靠性分析的算例表明，本方法可有效地解决非线性失效方程的工程结构系统可靠度的计算问题。     

新型三维内波及分层流水槽系统

本文提供了作者研制的三维内波及分层流水槽系统的背景技术资料。经源致三维内波的实验证实 ,利用该水槽系统中的双缸制取分层水系统可快速制取所需的分层水 ,不必利用分子扩散而 1次得到预先设置的密度剖面。同时 ,还介绍了利用该水槽系统进行的 1个典型的源致内波的内波增阻实验。从所获得的增阻实验结果得知 ,对于一给定的分层、拖曳速度和水下回转体 ,存在唯一 1个内Froude数使得强迫源受到最大的内波增阻。大量的实验证实 :该水槽系统是研究三维自由和强迫内波的 1个基本实验系统。     

Efficient computation method for two-dimensional nonlinear waves

I~IOWNUmerics wave tank is a ~ tOOl by which variouS nonlinear wave - ac interactionpwhleln can be treated in time domain. As the face stage, we f~ our efforts on the devious of an effita saution tee~ of fully nofor waves. aam numtried of water - wavesconnected PwhlemS, es~ in a wave tank, is alwayS comas Of PartS: wave generation, P~ and a~. The effi~ Of a nUm~ wave tankdepends not Only on the qwhty Of the wave abotion tecboaue, which allowS the lOng times~ and keePS finite tank leng…     

Numerical and experimental studies on flow and pollutant dispersion in urban street canyons

In this study numerical simulations and water tank experiments were used to investigate the flow and pollutant dispersion in an urban street canyon. Two types of canyon geometry were tested. The studies indicate that in a step-up notch canyon （higher buildings on the downstream side of the canyon）, the height and shape of the upstream lower buildings plays an important role in flow pattern and pollutant dispersion, while in a step-down notch canyon （lower buildings on the downstream side）, the downstream lower buildings have little influence. The studies also show that the substitution of tall towers for parailelepiped buildings on one side of the canyon may enhance the street ventilation and decrease the pollutant concentration emitted by motor vehicles.     

太湖不同湖区底泥悬浮沉降规律研究及内源释放量估算

太湖是一个大型浅水湖泊,湖湾、沿岸及湖心等区域受地形影响,湖流结构及水土界面水力要素均有显著差异.针对目前对不同湖区底泥再悬浮规律差异性研究的缺失,本研究选取了3个具有代表性的点采集太湖底泥,采用矩形水槽开展底泥再悬浮模拟实验,并结合太湖二维水量水质模型及太湖全年实测数据,建立了不同湖区底泥再悬浮通量与风速之间的定量关系;通过室内静沉降实验,得到了静沉降通量与风速的相关关系;最后将底泥再悬浮实验结果参数化应用于太湖二维水量水质模型中,并对底泥悬浮沉降过程进行分解和概化,估算太湖全年内源释放量.结果表明:太湖每日的内源释放量受风速影响显著,和风速变化趋势较为接近,太湖全年进入水体的净底泥量有47.81×104t,夏季最大,冬季次之;就营养物质释放量而言,COD约为2.06×104t、总氮约为1149.05 t、总磷约为564.35 t,其中秋季营养物质释放量最小,夏季最大.     

数值水槽内的阻尼消波和波浪变形计算

采用时域内对波面运动位置追踪的边界元方法,建立了一种非线性波浪变形计算的三维数值模式,并借助Spongelayer阻尼消波和Sommerfeld放射条件相匹配的处理方式,开发了一条三维非线性波的数值造波水槽,进而对水槽内的Stokes波进行了波浪变形计算。