基于TS模型的结构振动模糊控制方法     

李淑玉  刘栋栋 《世界地震工程》2005,21(1):61-65

将TS模糊控制模型用于结构振动控制中,提出了一种新型的模糊控制器。利用传统LQR控制算法确定TS模糊控制器的参数,提出一种新的形成模糊控制规则的方法,克服了TS模糊控制器参数较多,规则难以确定的缺点;并结合一座三层钢框架模型,进行仿真分析,验证了提出的方法的有效性。  相似文献   

多粒度时空对象动态行为表达模型与方法研究     

曾梦熊  华一新  张江水  曹一冰  张政 《地球信息科学学报》2021,23(1):104-112

对具有动态变化特征的空间实体的描述,除了表达其内在属性外,还应包括动态行为.传统GIS把空间对象内在属性和动态行为分开建模本质上是一种基于地图的静态建模思想,而多粒度时空对象把行为能力作为对象的固有属性,是区别于其它对象的一个重要特征,使得全空间信息系统能够描述具有认知和行为能力的"活"的地理实体.本文针对具有规则化动...  相似文献   

大型金矿盲矿的原生叠加晕和包裹体气晕、离子晕预测准则     

李惠 《地质与资源》1996,5(4):241

本文论述了热液型金矿床大矿、富矿的不同成矿阶段形成的矿体(晕)和石英包裹体气晕、离子晕的垂直分带及其叠加特点,建立了金矿原生叠加晕理想模式和包裹体气晕、离子晕理想模式,总结出了应用叠加晕预测盲矿的准则。  相似文献   

Performance of the LandSoil expert-based model to map erosion and sedimentation: application to a cultivated catchment in central Belgium     

Vincent Cantreul  Nathalie Pineux  Gilles Swerts  Charles Bielders  Aurore Degré 《地球表面变化过程与地形》2020,45(6):1376-1391

Intensive agricultural practices on sensitive soils induce high erosion rates in central Belgium. Expert-rules models quantify runoff and erosion at catchment scale, avoiding over-parameterization, and can include some direct or indirect connectivity features. The aim of this article is to test the ability of an expert-based model, LandSoil, to quantify runoff and to locate erosion and sedimentation areas in a small cultivated loamy catchment in Belgium during the years 2014, 2015 and 2016. Spatialized data are important for assessing model outputs and the erosive response. Measurements of runoff and observation of spatial erosion/deposition patterns, especially around major connectivity points, permitted an assessment of the reliability of the model results. Runoff modelling gave contrasting results (good linear adjustment at the outlet of the 83 ha sub-catchment (point 1): r² of 0.96, Nash–Sutcliffe criterion of 0.95; less good at the outlet of the 3.9 ha sub-catchment (point 2): r² of 0.28, Nash–Sutcliffe criterion of –0.47). For point 2 the poor results are explained by the very few runoff events observed, a scaling effect and the small area with a single land use. Graduated rulers demonstrate that the model is able to provide a coherent pattern of erosion/deposition. The study highlights great sensitivity to the effect of land use, land allocation, landscape design and slope gradients. Grass strips induce deposition of eroded particles when slopes are gentle (< 2%). Woodland strips decrease connectivity by being in the stream but deposit thinner sediment layers. Field boundaries have a role in the transport, but not really the quantity, of sediments. This model validation in the Belgian loess context allows us to use LandSoil in other similar environments in order to estimate the effects of landscape management scenarios. © 2020 John Wiley & Sons, Ltd.  相似文献   

基于名画的数字地图设计初探     

李汝嫣  焦继宗  颉耀文  段含明  魏宝成 《测绘通报》2019,(11):114-120

绘画艺术具有基于情感体验唤起思想的能力,名画作为绘画艺术作品具有色调丰富、对比度高及色彩和谐的特点,尝试将其应用到地图设计中有一定新意。本文简单介绍了色彩学基本原理,提出了一种基于名画的地图色彩设计方法。通过提取名画的调色板,并分析其色彩模式;结合传统的地图制图规则从构图和色彩方面进行地图设计,并进行效果对比分析。结果表明：在地图设计中,基于用户需求选用与制图区域视觉结构相似的绘画,可以更好地在地图上表现出绘画的色彩及感情特征;参考绘画的色彩模式实现地图要素与真实地物的关联,能在地图上反映出制图区域的景观色彩特征和文化精神风貌。因此,该方法对于指导地图色彩方案设计、以"用户为中心"的地图设计有一定的参考价值。  相似文献   

水系元胞自动机的设计与实现     

李家旭  李世诚  赵银军 《测绘与空间地理信息》2020,(1):68-71,75,81

水系元胞自动机模型是应用元胞自动机理论对水系的形成与发展的随机过程进行模拟的模型。本文使用DEM作为基础数据,针对水系元胞自动机模型的建模过程和模型结构,详细阐述了将其抽象为计算机中具体的数据模型,以及使用C#程序设计语言实现该模型对水系进行模拟的具体过程,模拟了南流江流域局部地区的水系发展过程,为元胞自动机与水文学研究的结合提供了参考。  相似文献   

Critical response of structures to multicomponent earthquake excitation     

Oscar A. Lopez  Anil K. Chopra  Julio J. Hernandez 《地震工程与结构动力学》2000,29(12):1759-1778

This paper aims to develop an improved understanding of the critical response of structures to multicomponent seismic motion characterized by three uncorrelated components that are defined along its principal axes: two horizontal and the vertical component. An explicit formula, convenient for code applications, has been derived to calculate the critical value of structural response to the two principal horizontal components acting along any incident angle with respect to the structural axes, and the vertical component of ground motion. The critical response is defined as the largest value of response for all possible incident angles. The ratio r_cr/r_srss between the critical value of response and the SRSS response—corresponding to the principal components of ground acceleration applied along the structure axes—is shown to depend on three dimensionless parameters: the spectrum intensity ratio γ between the two principal components of horizontal ground motion characterized by design spectra A(T_n) and γA(T_n); the correlation coefficient α of responses r_x and r_y due to design spectrum A(T_n) applied in the x‐ and y‐directions, respectively; and β = r_y/r_x. It is demonstrated that the ratio r_cr/r_srss is bounded by 1 and . Thus the largest value of the ratio is , 1.26, 1.13 and 1.08 for γ = 0, 0.5, 0.75 and 0.85, respectively. This implies that the critical response never exceeds times the result of the SRSS analysis, and this ratio is about 1.13 for typical values of γ, say 0.75. The correlation coefficient α depends on the structural properties but is always bounded between −1 and 1. For a fixed value of γ, the ratio r_cr/r_srss is largest if β = 1 and α = ±1. The parametric variations presented for one‐storey buildings indicate that this condition can be satisfied by axial forces in columns of symmetric‐plan buildings or can be approximated by lateral displacements in resisting elements of unsymmetrical‐plan buildings. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

利用事件影响域挖掘时空关联规则     

李光强  邓敏  张维玲  陈翼 《遥感学报》2010,14(3):475-486

首先发展了基于事件影响域的时空事务表构建策略,提出了基于事件影响域的时空关联规则挖掘方法,给出了相应的挖掘算法(简称ECSTAR算法)。通过一个实际算例验证了所提方法的可行性和有效性。  相似文献   

面向地理空间数据更新的数据同化     

安晓亚  孙群  肖强  李少梅 《测绘学院学报》2010,(2)

针对目前地理空间数据整合与持续高效更新存在的问题,将数据同化这一概念和思想引入地理空间数据的更新,目的是提高空间数据质量和空间数据库更新的效率。着重论述了地理空间数据同化的概念、内涵和关键技术。最后提出了地理事件-条件-操作GECA(Geographical Event-Condition-Action)规则驱动下的基于数据同化的地理空间数据更新机制。  相似文献   

Methods for ultimate limit state assessment of ships and ship-shaped offshore structures: Part I—Unstiffened plates     

Jeom Kee Paik  Bong Ju Kim  Jung Kwan Seo 《Ocean Engineering》2008,35(2):261-270

The present paper is Part I of a series of three papers prepared by the authors on the methods useful for ultimate limit state assessment of marine structures, that have been developed in the literature during the last few decades. It is considered that such methods are now mature enough to enter day-by-day design and strength assessment practice. The aims of the three papers are to conduct some benchmark studies of such methods on ultimate limit state assessment of (unstiffened) plates, stiffened panels, and hull girders of ships and ship-shaped offshore structures, using some candidate methods such as ANSYS nonlinear finite element analysis (FEA), DNV PULS, ALPS/ULSAP, ALPS/HULL, and IACS common structural rules (CSR) methods. As an illustrative example, an AFRAMAX-class hypothetical double hull oil tanker structure designed by CSR method is studied. In the present paper (Part I), the ultimate limit state assessment of unstiffened plates under combined biaxial compression and lateral pressure loads is emphasized using ANSYS, DNV PULS, and ALPS/ULSAP methods, and their resulting computations are compared. Part II will deal with methods for the ultimate limit state assessment of stiffened panels under combined biaxial compression and lateral pressure using ANSYS, DNV PULS, and ALPS/ULSAP methods, and Part III will treat methods for the progressive collapse analysis of the hull structure using ANSYS, ALPS/HULL, and IACS CSR methods.  相似文献