立式储液容器自复位隔震体系的研究   总被引：3，自引：1，他引：2  

孙建刚  吕睿  郝进锋 《地震工程与工程振动》2000,20(1):141-148

本文针对储液容器建立了自复位隔震体系,给出了简化分析学模型和相应的振动方程,进行了三万立方米储液罐地震动试验合模拟实验,实验结果表明,该隔震体系对短周期水平地震激励有显著的减震效果．文中并对隔震体系提出了设计思想和分析方法。  相似文献   

不稳定边界层下地形重力内波   总被引：3，自引：0，他引：3  

刘辉志  张伯寅  桑建国  洪钟祥  胡非 《大气科学》2000,24(4):509-518

水槽实验及线性理论研究表明,当低层大气处于近中性或不稳定时,如果地形引起的动力扰动足够强,地形扰动可在上部稳定层结中激发出重力内波,波动反过来影响低层流场,引起动量输送。低层大气处于近中性或不稳定时,地形波同样对大气运动可产生波阻,这应引起模式工作者的重视。最后讨论了大气粘性对中性或不稳定层结下地形波的影响。  相似文献   

立式储罐与地基相互作用动力特性分析   总被引：2，自引：0，他引：2  

周利剑  孙建刚 《地震工程与工程振动》2006,26(3):232-234

立式储罐结构在工程实际中得到广泛的应用。本文以某大型立式储罐结构为例,考虑到液体、结构、地基的相互作用与影响,同时考虑地基与结构及液体与结构的耦合问题,采用有限元方法对浮放在地基上的储罐结构进行了自振特性计算。分别计算了满罐和空罐时系统的频率以及所对应的振型图,并研究了储罐的材料参数和地基刚度对动力特性的影响。结果表明:材料参数的影响较小,地基刚度的影响较大,对盛满液体与空罐的影响不同。  相似文献   

立式储液罐地震反应数值分析   总被引：3，自引：0，他引：3  

林均岐  李山有  李谊瑞  申选召 《地震工程与工程振动》2006,26(4):152-155

本文采用大型有限元程序ANSYS对立式储液罐的地震反应进行了研究,考虑了不同罐体和内部液体的相互作用,采用3个不同容积的储罐,输入不同强度的地震动时程,进行了大量的数值计算,给出了一些结论。  相似文献   

Three-dimensional liquid sloshing in a tank with baffles   总被引：1，自引：0，他引：1  

Dongming Liu 《Ocean Engineering》2009,36(2):202-52

A numerical model has been developed to study three-dimensional (3D) liquid sloshing in a tank with baffles. The numerical model solves the spatially averaged Navier-Stokes equations, which are constructed on a non-inertial reference frame having six degree-of-freedom (DOF) of motions. The large-eddy-simulation (LES) approach is employed to model turbulence by using the Smagorinsky sub-grid scale (SGS) closure model. The two-step projection method is employed in the numerical solutions, aided by the Bi-CGSTAB technique to solve the pressure Poisson equation for the filtered pressure field. The second-order accurate volume-of-fluid (VOF) method is used to track the distorted and broken free surface. The baffles in the tank are modeled by the concept of virtual boundary force (VBF) method. The numerical model is first validated against the available analytical solution and experimental data for two-dimensional (2D) liquid sloshing in a tank without baffles. The 2D liquid sloshing in tanks with baffles is then investigated. The numerical results are compared with other results from available literatures. Good agreement is obtained. Finally, the model is used to study 3D liquid sloshing in a tank with vertical baffles. The effect of the baffle is investigated and discussed.  相似文献   

Nonlinear numerical simulation on extreme-wave kinematics     

NING Dezhi  TENG Bin  LIU Shuxue 《海洋学报(英文版)》2009,28(3):75-81

A fully nonlinear numerical model based on a time-domain higher-order boundary element method (HOBEM) is founded to simulate the kinematics of extreme waves. In the model, the fully nonlinear free surface boundary conditions are satisfied and a semi-mixed Euler-Lagrange method is used to track free surface; a fourth-order Runga-Kutta technique is adopted to refresh the wave elevation and velocity potential on the free surface at each time step; an image Green function is used in the numerical wave tank so that the integrations on the lateral surfaces and bottom are excluded. The extreme waves are generated by the method of wave focusing. The physical experiments are carried out in a wave flume. On the horizontal velocity of the measured point, numerical solutions agree well with experimental results. The characteristics of the nonlinear extreme-wave kinematics and the velocity distribution are studied here.  相似文献   

水平地震作用下无锚固储罐应力与应变响应分析   总被引：1，自引：0，他引：1  

孙建刚  宫克勤  齐含兵  王莉莉 《地震工程与工程振动》2007,27(3):110-115

在考虑地基与储罐相互作用的情况下,采用有限元法对储罐在水平地震荷载作用下的应力及应变反应进行了数值计算。对3×104m3和2×103m3罐壁应力及应变的分析结果表明:环向、轴向应力及应变的分布形式呈现出明显的下部大上部小的特点,在偏底部的位置出现应力和应变的峰值;储液罐在水平地震作用下“象足”变形是由纵向压应力达到屈曲临界应力导致的屈曲破坏,不是强度破坏,即破坏属于失稳破坏而非强度破坏。  相似文献   

水平地震激励下储罐液体晃动与提离分析   总被引：3，自引：2，他引：1  

孙建刚  周利剑  李晓莉  李庆丽 《地震工程与工程振动》2007,27(5):134-138

在考虑地基与储罐相互作用的情况下,采用有限元法对储罐在水平地震荷载作用下的液面晃动及储罐提离反应进行了分析。结果表明:罐内液体的晃动是长周期运动,其周期受地震动影响。无论是小体积罐还是大体积罐,在一定的地震烈度下均可以发生提离,而且储罐发生提离的时刻大多数是在地震动的峰值过后的一段时间内。大体积的储罐的提离明显小于小体积的罐。底板提离区域为月牙形。  相似文献   

Sailboat propeller drag     

P.M. MacKenzie  M.A. Forrester 《Ocean Engineering》2008,35(1):28-40

All but the smallest classes of modern keelboats are fitted with inboard engines and consequently, when making way under sail, the craft experience parasitic drag due to trailing propellers and associated appendages. The variety of screw configurations used on sailing boats includes fixed-blade, feathering, and folding set-ups, with blades numbering two or three. Although the magnitude of the resultant drag is thought to have a significant influence on sailing performance, the published literature having regard to this problem is sparse. Here, the aim was to evaluate the drag effect of fixed-blade propellers of types commonly used on sailing craft. The results of towing tank tests on full-scale propellers are presented for the locked shaft condition; these are presented along with reconfigured data from the few previously published sources. For the case in which the propeller is allowed to rotate, tests were conducted on a typical screw with a range of braking torques being applied. It was hypothesised that the performance coefficients of the Wageningen B-Screw Series could be used to characterise adequately the types of screw of interest and that these could be extrapolated to enable prediction of the drag of a freewheeling propeller; an assessment of this formed part of the investigation.  相似文献   

极限波浪运动特性的非线性数值模拟   总被引：1，自引：0，他引：1  

宁德志  滕斌  姜立明  臧军 《海洋学报》2008,30(3):126-132

利用时域高阶边界元方法建立了模拟极限波浪运动的完全非线性数值模型,其中自由水面满足完全非线性自由水面条件.采用半混合欧拉-拉格朗日方法追踪流体瞬时水面,运用四阶Runge-Kutta方法更新下一时间步的波面和速度势,同时应用镜像格林函数消除水槽两个侧面和底面上的积分.研究中利用波浪聚焦的方法产生极限波浪,并且在水槽中开展了物理模型实验,将测点试验数据与数值结果进行了对比,两者吻合得很好.对极限波浪运动的非线性和流域内速度分布进行了研究.  相似文献