土木工程结构的双层多重调谐质量阻尼器控制策略   总被引：4，自引：0，他引：4  

李春祥 《地震工程与工程振动》2005,25(1):113-119

为能得到用尽可能少的调谐质量阻尼器(TMD)组成有效性和鲁棒性高的多重调谐质量阻尼器控制系统，本文提出了一种适用于土木工程结构的新控制策略——双层多重调谐质量阻尼器(DMT—MD)。使用定义的优化目标函数，评价了双层多重调谐质量阻尼器(DMTMD)的控制性能。数值结果表明，双层多重调谐质量阻尼器(DMTMD)比多重凋谐质量阻尼器(MTMD)具有更好的有效性和对频率调谐的鲁棒性。DMTMD比双重调谐质量阻尼器(DTMD)具有更好的有效性，而DMTMD和DT—MD对频率调谐的鲁棒性近似相同。因此，双层多重调谐质量阻尼器是一种先进的结构控制策略。  相似文献   

新时期农村产业结构优化调整研究   总被引：4，自引：0，他引：4  

董金友 《地域研究与开发》2007,26(6):117-120

通过在农村长期的工作实践和对农村经济发展的考察,依据当前国内外发展对农村产业经济发展的要求,分析研究我国和河南省农村产业结构的发展现状和动态变化,提出农村产业结构调整的指导思想、原则及目标,据此,从农村产业结构调整、农业产业结构调整和种植业结构调整3个层次,研究提出农村产业结构调整的基本思路和方向,为有关部门决策农村经济发展提供科学依据.  相似文献   

一种求解旅行商问题的改进蚁群算法     

汤可宗  江新姿  张磊  高尚 《华东地质学院学报》2007,30(4):387-391

蚁群算法作为一种新型的优化算法,具有很强的适应性和鲁棒性,已广泛的应用于系统控制、人工智能、模式识别等工程领域。由于蚁群算法在搜索过程中易于陷入局部最优解,存在着加速收敛和早熟停滞现象的矛盾。文章针对这些问题,在基本蚁群算法的基础上,从参数的动态调整、信息量的更新规则、局部搜索策略进行相应的改进,引入信息素平滑机制,以求在加快收敛和防止早熟停滞之间取得较好的平衡。旅行商问题的仿真表明:改进后的蚁群算法具有较好的收敛性和稳定性,能够克服算法中早熟和停滞现象的过早出现。  相似文献   

Identification of modal parameters of non‐classically damped linear structures under multi‐component earthquake loading     

M. Mahmoudabadi  M. Ghafory‐Ashtiany  M. Hosseini 《地震工程与结构动力学》2007,36(6):765-782

A method for parametric system identification of classically damped linear system in frequency domain is adopted and extended for non‐classically damped linear systems subjected up to six components of earthquake ground motions. This method is able to work in multi‐input/multi‐output (MIMO) case. The response of a two‐degree‐of‐freedom model with non‐classical damping, excited by one‐component earthquake ground motion, is simulated and used to verify the proposed system identification method in the single‐input/multi‐output case. Also, the records of a 10 storey real building during the Northridge earthquake is used to verify the proposed system identification method in the MIMO case. In this case, at first, a single‐input/multi‐output assumption is considered for the system and modal parameters are identified, then other components of earthquake ground motions are added, respectively, and the modal parameters are identified again. This procedure is repeated until all four components of earthquake ground motions which are measured at the base level of the building are included in the identification process. The results of identification of real building show that consideration of non‐classical damping and inclusion of the multi‐components effect of earthquake ground motions can improve the least‐squares match between the finite Fourier transforms of recorded and calculated acceleration responses. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

MM5中新边界层方案的引入和对比试验   总被引：10，自引：4，他引：10       下载免费PDF全文

江勇  赵鸣 《气象科学》2002,22(3):253-263

本文介绍了一种新的边界层方案，即E－ε－1方案，并用五种层结下的通量廓线关系计算地面通量，将其引入到中尺度数值天气预报模式MM5中，并用新的边界层方案对江淮流域存季暴雨进行了短期模拟，与此同时，对新的方案和模式原有的各种边界层方案作了比较，对此得到了一些有价值的结果。  相似文献   

自动确定图像二值化最佳阈值的新方法   总被引：38，自引：0，他引：38  

吴冰  秦志远 《测绘学院学报》2001,18(4):283-286

在详细分析二值化处理原理及当前技术的前提下，综合考虑图像的各种实际情况，提出了自动确定图像二值化阈值的增强大津法和边缘检测阈值法。多次实验表明，根据这两种方法确定的阈值对图像进行二值化处理，不仅可有效地解决图像灰度随地特征变化的图像处理问题，同时对于同一信号源的图像也有相当理想的处理效果，该方法可进一步应用于图像分割等。  相似文献   

MM5模式中不同对流参数化方案的比较试验   总被引：58，自引：2，他引：58  

王建捷  胡欣等 《应用气象学报》2001,12(1):41-53

应用MM5中尺度模式, 在60、20和10 km模式分辨率下, 分别选用4种不同对流参数化方案 (KUO方案、GRELL方案、KAIN-FRITSCH方案和BETTS-MILLER方案, 以下简称KU、GR、KF和BM方案) 对1996年8月3~4日石家庄暴雨过程进行数值模拟试验.模拟结果的对比分析及其与观测的比较表明:主要雨带位置对参数化方案并不是十分敏感, 但随分辨率提高, 雨带分布特征的模拟更接近实况; 当分辨率提高到10 km时, 虚假的降水中心也明显增加; 模拟的暴雨中心强度随分辨率的提高而增强并随参数化方案的不同有所变化, 但均比实况偏弱.分析还发现, MM5模式的GR、KF及BM方案的次网格降水对总降水的贡献率随分辨率的提高而减小, 而KU方案的情况则呈现出不合理的缓慢增加态势.虽然4种方案下模拟的水平环流特征有较好的一致性, 但模拟的云物理特征和垂直运动特征还是存在一定差别的, 这种差别对定点、定量降水和天空状况、地面气温、湿度等要素的准确预报都会产生影响.因此, 在预报和模拟中应考虑预报和研究对象的特点来选择对流参数化方案.  相似文献   

东亚夏季风降水和环流数值模拟对不同对流参数化方案的敏感性   总被引：4，自引：2，他引：4  

Huang Ronghui  Wu Bingyi  Sung-Gil Hong  Jai-Ho Oh 《大气科学进展》2001,18(1):23-41

A 5-level spectral AGCM (ImPKU-5LAGCM) is used to examine the sensitivity of the simulated results of the summer monsoon rainfall and circulation in East Asia to different cumulus parameterization schemes in the climatological-mean case and in the cases of weak and strong Asian summer monsoons,respectively. The results simulated with the Arakawa-Schubert＇s(hereafter A-S＇s), Kuo＇s and Manabe＇s cumulus parameterization schemes show that these simulated distributions of the summer monsoon rainfall and circulation in East Asia depend strongly on the cumulus parameterization schemes either in the climatological-mean case or in the cases of weak and strong Asian summer monsoons. From the simulated results, it might be shown that the Kuo scheme appears to be more suitable for the simulation of the summer monsoon rainfall and circulation in East Asia than the A-S scheme or the Manabe scheme, although the A-S scheme is somewhat better in the simulations of the tropical rainfall. This might be due to that the Kuo＇s cumulus parameterization scheme is able to reflect well the characteristics of rainfall cloud system in the East Asian summer monsoon region, where the rainfall system used to be a mixing of cumulus and stratus.  相似文献   

Evaluation of response and energy in actively controlled structures     

Kevin K. F. Wong  Rong Yang 《地震工程与结构动力学》2001,30(10):1495-1510

A computational method of energy evaluation is derived to study the elastic responses and energy distribution of actively controlled single‐degree‐of‐freedom (SDOF) structures during earthquakes. Contrary to the common perception that applying active control force pumps energy into the structure, the applied control force can actually reduce the energy in the structure by reducing the input energy from earthquakes to the structure. In addition, applying control force can dissipate a large amount of energy in the structure when this control force is applied in the direction opposite to the displacement and velocity responses. To demonstrate this energy mechanism in active controlled structures, the two most popular control algorithms, optimal linear control (OLC) and instantaneous optimal control (IOC) algorithms, are used to calculate the control response and energy spectra. One‐step time delay is incorporated into the algorithms to take into consideration the practical aspect of active control. The effects of different earthquakes and damping ratios on control energy and response spectra are studied. These studies show that both OLC and IOC are very effective in reducing the structural displacement and velocity responses by reducing the input earthquake energy as well as dissipating a large amount of energy in the structure. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Effectiveness of structural control based on control energy perspectives     

Kevin K. F. Wong  Rong Yang 《地震工程与结构动力学》2001,30(12):1747-1768

A computational algorithm for maximizing the control efficiency in actively controlling the elastic structural responses during earthquake is proposed. Study of optimal linear control using a single degree of freedom shows that applying active control is very effective in reducing the structural displacement and velocity responses for long‐period structures, but at the same time it has an adverse effect in increasing the absolute acceleration response. The extent of this adverse effect reduces the effectiveness of the control system, and therefore it poses a limit on the maximum control force in order to provide maximum control efficiency. In view of this shortcoming, maximum control energy dissipation is used to define the most effective optimal linear control law. Less displacement and velocity response are expected as larger control force is applied, but there is always a limit that maximum control energy can be dissipated. This study shows that this limit depends on the structural characteristics as well as the input ground motion, and a general trend is that the maximum control energy decreases as damping increases. Finally, application of the proposed algorithm on a six‐storey hospital building is presented to show the effectiveness of using optimal linear control on a multi‐degree‐of‐freedom system from the control energy perspectives. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献