Seismic response analysis of multidrum classical columns     

Dimitrios Konstantinidis  Nicos Makris 《地震工程与结构动力学》2005,34(10):1243-1270

This paper presents a numerical investigation on the seismic response of multidrum classical columns. The motivation for this study originates from the need to understand: (a) the level of ground shaking that classical multidrum columns can survive, and (b) the possible advantages or disadvantages of retrofitting multidrum columns with metallic shear links that replace the wooden poles that were installed in ancient times. The numerical study presented in this paper is conducted with the commercially available software Working Model 2D?, which can capture with fidelity the sliding, rocking, and slide‐rocking response of rigid‐body assemblies. This paper validates the software Working Model by comparing selected computed responses with scarce analytical solutions and the results from in‐house numerical codes initially developed at the University of California, Berkeley, to study the seismic response of electrical transformers and heavy laboratory equipment. The study reveals that relative sliding between drums happens even when the g‐value of the ground acceleration is less than the coefficient of friction, µ, of the sliding interfaces and concludes that: (a) typical multidrum classical columns can survive the ground shaking from strong ground motions recorded near the causative faults of earthquakes with magnitudes M_w=6.0–7.4; (b) in most cases multidrum classical columns free to dislocate at the drum interfaces exhibit more controlled seismic response than the monolithic columns with same size and slenderness; (c) the shear strength of the wooden poles has a marginal effect on the sliding response of the drums; and (d) stiff metallic shear links in‐between column drums may have an undesirable role on the seismic stability of classical columns and should be avoided. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

基于反算原理的滑坡推力简易估算     

蒋忠信 《岩土工程技术》2005,19(6):319-322

滑坡滑面的抗剪强度指标往往用反算法确定。分析表明,对已变形位移的滑坡,其推力可不反算滑面抗剪强度指标而直接按现状稳定系数和设计安全系数简易地估算,一般地,滑坡推力等于下滑分力乘以设计安全系数相对于现状稳定系数的提高比例值。进而讨论了其对不同设计工况、各种典型形状滑面的适用条件。这是一条估算滑坡推力的捷径。  相似文献   

Interactive discovery of sequential patterns in time series of wind data     

Norhakim Yusof  Raul Zurita-Milla  Menno-Jan Kraak  Bas Retsios 《International journal of geographical information science》2016,30(8):1486-1506

Wind speed and direction vary over space and time due to the interactions between different pressures and temperature gradients within the atmospheric layers. Near the earth’s surface, these interactions are modulated by topography and artificial structures. Hence, characterizing wind behaviour over large areas and long periods is a complex but essential task for various energy-related applications. In this study, we present a novel approach to discover wind patterns by integrating sequential pattern mining and interactive visualization techniques. The approach relies on the use of the Linear time Closed pattern Miner sequence algorithm in conjunction with a time sliding window that allows the discovery of all sequential patterns present in the data. These patterns are then visualized using integrated 2D and 3D coordinated multiple views and visually explored to gain insight into the characteristics of the wind from a spatial, temporal and attribute (type of wind pattern) point of view. This proposed approach is used to analyse 10 years of hourly wind speed and direction data for 29 weather stations in the Netherlands. The results show that there are 15 main sequential patterns in the data. The spatial task shows that weather stations located in the same region do not necessarily experience similar wind pattern. For within the selected time interval, similar wind patterns can be observed in different stations and in the same station at different times of occurrence. The attribute task discovered that the repetitive occurrences of chosen pattern indicate as regular wind behaviour at different weather stations that persisted continuously over time. The results of these tasks show that the proposed interactive discovery facilitates the understanding of wind dynamics in space and time.  相似文献   

岩石摩擦-滑动中的声发射b值动态特征及其地震学意义     

曾正文  马瑾  马胜利  许秀琴 《地球物理学进展》1993,(4)

双剪试验的结果表明,岩石摩擦滑动过程中的AE b 值动态曲线可归纳为锯齿状和台柱状两类,分别对应于不规则粘滑和规则粘滑.滑动瞬间滑面上摩擦系数变化△μ的分布决定岩石的滑动方式,不均匀分布易发生不规则粘滑.均匀分布易引起规则粘滑;破裂和滑动是摩擦滑动过程中的两类AE 机制,两类AE 的能量分别与破裂面面积及△μ成正比.研究结果提示,平直光滑的地震断层可能显示出特征地震的发震特点.  相似文献   

孔隙压变化对岩石错动面滑动行为影响的实验研究          下载免费PDF全文

李建国  宋瑞卿 《地震地质》1994,16(1):53-59

应用摩擦实验装置，在法向压力σ＿ｎ＝１０～１２０ＭＰａ下研究了孔隙压变化速率对岩石错动面滑动行为的影响。当孔隙压增压速率较大时，具粘滑振荡特性的岩石错动面仍将发生粘滑振荡，当孔隙压增压速率较小时，错动面发生稳定滑动，当增压速率介于上述两者之间时，错动面则呈粘滑－稳滑转化。以上结果对地震前兆和地震控制研究有重要意义  相似文献   

The temporal and spatial development of landslides in the axmouth-lyme regis undercliffs national nature reserve,Devon     

John Pitts 《地球表面变化过程与地形》1983,8(6):589-603

A chronology of landsliding is presented, including suggestions as to a date for initiation. Periods of activity known from historical sources are correlated with known periods of climatic deterioration. The current morphology of the landslide slopes is closely related to the geological succession and structure. These permit the landslides and their development to be differentiated on the basis of whole slope and toe morphology, and much of the whole-slope activity can be related to conditions at the toe. Examples of geomorphological maps, slope categories maps, and cross sections are presented along with an example of the ‘evolutionary’ maps which may be derived from Ordnance Survey plans and aerial photographs. These generally indicate that weakening of materials by weathering, seepage erosion at the toe, and marine erosion result in frequent mass movement events of a low magnitude. These events ultimately influence the stability of larger slipped blocks behind, which fail less frequently. It is suggested that whole-slope failures in this region have a maximum frequency of once in 120 to 150 years, and that problems of interpretation of historical accounts may mean that it is very much less frequent than this.  相似文献   

声幅—变密度测井原理及测井解释方法     

李新胜  周俊乐 《陕西地质》2007,25(2):54-59

对利用声幅—变密度测井判断固井质量的测井原理和工作方式及资料的解释处理进行了介绍,并对固井中出现的各种可能曲线反映进行了详尽的分析,阐述了资料解释中不确定因素。  相似文献   

遗传算法在边坡抗震稳定性分析中的应用   总被引：2，自引：4，他引：2  

丰土根  刘汉龙  高玉峰  杨建贵 《岩土力学》2002,23(1):63-66

根据遗传算法的思想和拟静力瑞典法基于圆弧滑动面的假定，提出一种用遗传算法搜索最危险滑动面及其对应的最小安全系数的方法。该方法模拟了生物遗传进化过程，克服了传统方法容易陷和局部极小值的缺点，是一种全局优化算法。并通过一个工程实例对其进行了验证。  相似文献   

抗滑桩间土拱力学特性与最大桩间距分析   总被引：40，自引：2，他引：40  

王成华  陈永波  林立相 《山地学报》2001,19(6):556-559

抗滑桩最大桩间距确定的基础理论至今未建立起来，工程实践中仍依赖专家经验。本文从方桩桩间土拱形成的原理、力学特性论证入手，较全面地分析了桩间土拱的受力、变形，力的传递和土拱破坏瞬间的最大桩间距。并建立了最大桩间距平面计算模型。  相似文献   

赣西北修水—永修地区滑脱构造的基本特征   总被引：4，自引：0，他引：4  

黄修保 《江西地质》2001,15(2):81-86

赣西北修水-永修地区的盖层系统中具备多层次、多级别滑脱构造，本文重点阐述了该滑脱构造的基本特征，并对其形成时代及形成了探讨，认为该区早期属于挤压体制，晚期则属于伸展状态下的重力滑脱体制，并提出印支-燕山期板块碰撞寺形差异及九岭山体不对称挤压是诱发滑脱构造形成的主要因素。  相似文献