识别天然地震和人工爆破的判据选择   总被引：4，自引：4，他引：0  

王婷婷  边银菊 《地震地磁观测与研究》2011,32(6):62-67

从快速识别事件性质的要求出发,分析了天然地震和人工爆破的发震时间,P波初动方向,P波、S波振幅比值,P波、S波最大振幅与尾波持续时间比值等判据,得到P波初动方向和P最大振幅与S最大振幅比值是识别爆破和地震的两个有效判据,为研制“识别天然地震和人工爆破的分类决策支持系统”提供了应用依据.  相似文献   

基于多体分析的浅水FPSO和水下软钢臂系泊系统运动特性研究     

李淑一  王树青 《中国海洋大学学报(自然科学版)》2011,41(9):95-102

基于多体动力分析方法进行FPSO和水下软钢臂系泊系统的运动特性研究。相较于非线性弹簧模拟软钢臂系泊系统或者其他近似模拟方法,多体分析方法可以充分考虑系泊系统具体结构形式及其动力项对FPSO运动性能的影响,更好的预报系统运动响应和系泊力。本文将FPSO和水下钢臂结构模拟成2个具有6自由度的独立结构,两者用系泊链组进行连接。基于三维势流理论应用汇源分布法,首先在频域内进行FPSO的水动力参数分析,进而在时域内对系统进行耦合动力分析。本文重点讨论系泊系统黏性力和二阶波浪力对系统响应的影响,计算结果发现系泊系统黏性力对系泊力有一定影响,而在浅水条件下二阶波浪力的计算对准确预报系统运动及系泊力非常重要。  相似文献   

A wind tunnel investigation on the transverse motion of aeolian sand   总被引：1，自引：0，他引：1  

ZhenTing Wang  QianHua Zhang  ZhiBao Dong 《寒旱区科学》2011,3(1):0013-0016

A wind tunnel experiment was performed to investigate aeolian grain motions in the transverse direction, which is perpendicular to the incoming flow and parallels the sand bed. The trajectories in the horizontal plane were recorded by high-speed camera. Statistical analysis of 630 trajectories shows that both the motion orientation and the time-averaged speed follow Gaussian distributions. An exclusive method was used to analyze the driving mechanism. It was concluded that the three-dimensional turbulent air flow, rather than the spin of grain or grain–bed collisions, controls the transverse motion.  相似文献   

基于多层次模糊综合评判的GIS质量综合评价   总被引：4，自引：2，他引：2  

胡圣武  潘正风  王新洲  陶本藻 《测绘科学》2004,29(5):16-18

本文用模糊数学中的多层次模糊综合评判原理对GIS质量进行评价。结果表明模糊综合评价方法不仅能够比较全面地考虑各种因素的影响及其相互作用,实现对GIS质量的合理、定量分析,并能在一定程度上反映出影响GIS质量的关键因素,为进一步提高GIS质量提供决策依据,而且该方法使用简单,结果具有科学性和合理性。本文首次提出用多层次模糊综合评判的方法对GIS质量进行评价,并且把对GIS质量评价进行量化处理。  相似文献   

A generalized conditional intensity measure approach and holistic ground‐motion selection     

Brendon A. Bradley 《地震工程与结构动力学》2010,39(12):1321-1342

A generalized conditional intensity measure (GCIM) approach is proposed for use in the holistic selection of ground motions for any form of seismic response analysis. The essence of the method is the construction of the multivariate distribution of any set of ground‐motion intensity measures conditioned on the occurrence of a specific ground‐motion intensity measure (commonly obtained from probabilistic seismic hazard analysis). The approach therefore allows any number of ground‐motion intensity measures identified as important in a particular seismic response problem to be considered. A holistic method of ground‐motion selection is also proposed based on the statistical comparison, for each intensity measure, of the empirical distribution of the ground‐motion suite with the ‘target’ GCIM distribution. A simple procedure to estimate the magnitude of potential bias in the results of seismic response analyses when the ground‐motion suite does not conform to the GCIM distribution is also demonstrated. The combination of these three features of the approach make it entirely holistic in that: any level of complexity in ground‐motion selection for any seismic response analysis can be exercised; users explicitly understand the simplifications made in the selected suite of ground motions; and an approximate estimate of any bias associated with such simplifications is obtained. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Optimal design of two-dimensional wings in ground effect using multi-objective genetic algorithm     

Kyoungwoo Park  Juhee Lee 《Ocean Engineering》2010,37(10):902-912

The shape optimization of the 2-dimensional wing in ground effect (WIG) has been performed by the integration of CFD (computational fluid dynamics) and MOGA (multi-objective genetic algorithm). Because of the trade-off between the aerodynamic forces and the height stability, it is difficult to satisfy the design requirements of efficiency and stability at the same time. In this study, the lift coefficient, the lift-drag ratio and the static height stability are chosen as the objective functions to obtain the optimal wing profiles of a WIG craft. An NACA0015 airfoil is used for the baseline model; the aerodynamic characteristics of the base model are compared with that of the optimal solutions. The profile of the airfoil is constructed by four Bezier curves with fourteen control points resulting in the eighteen coordinates, which are adopted as the design variables. The optimal solutions of the multi-objective optimization are not unique but a set of the non-dominated optima: the Pareto frontiers or a Pareto set. As the results of the multi-objective optimization, the forty Pareto optima, which include high-lift, high-efficiency, and more stable airfoils on the edge of the 3-dimensional objective space, are obtained at thirty evolutions of the generation.  相似文献   

不同预处理方法对南海东沙海域沉积物粒度的影响   总被引：1，自引：0，他引：1  

商和辉  林伟清 《海洋地质与第四纪地质》2010,(1)

通过采用不同方法对东沙沉积物样品进行了预处理,并采用综合法进行了粒度分析,以探讨东沙沉积物中碳酸盐和有机质对其粒度的影响。结果表明,去除有机质后沉积物的平均粒径和63～4μm粒径范围内的组分明显减小,有机质含量变化与平均粒径变化呈明显负相关,说明东沙沉积物中有机质的沉积是伴随细粒悬浮物质和胶体物质沉积下来的,且对细颗粒有明显的絮凝作用;去除碳酸盐后沉积物的平均粒径呈减小趋势,但粒径范围内组分含量的变化不明显,且碳酸盐含量的变化与沉积物粒径变化的关系也不甚密切。  相似文献   

Extended consecutive modal pushover procedure for estimating seismic responses of one-way asymmetric plan tall buildings considering soil-structure interaction     

Mohammad Hadikhan Tehrani  Faramarz Khoshnoudian 《地震工程与工程振动(英文版)》2014,13(3):487-507

Performance based design becomes an effective method for estimating seismic demands of buildings. In asymmetric plan tall building the effects of higher modes and torsion are crucial. The consecutive modal pushover (CMP) procedure is one of the procedures that consider these effects. Also in previous studies the influence of soil-structure interaction (SSI) in pushover analysis is ignored. In this paper the CMP procedure is modified for one-way asymmetric plan mid and high-rise buildings considering SSI. The extended CMP (ECMP) procedure is proposed in order to overcome some limitations of the CMP procedure. In this regard, 10, 15 and 20 story buildings with asymmetric plan are studied considering SSI assuming three different soil conditions. Using nonlinear response history analysis under a set of bidirectional ground motion; the exact responses of these buildings are calculated. Then the ECMP procedure is evaluated by comparing the results of this procedure with nonlinear time history results as an exact solution as well as the modal pushover analysis procedure and FEMA 356 load patterns. The results demonstrate the accuracy of the ECMP procedure.  相似文献   

高层建筑时程分析中地震动时程选择和修改方法研究   总被引：2，自引：1，他引：1  

肖遥  张郁山  靳超宇 《震灾防御技术》2014,9(3):400-410

合理的地震动时程选择与修改方法对于高层结构的抗震设计具有重要意义,有着广泛的工程应用.本文回顾了建筑抗震设计规范对于输入地震动时程的规定,通过对现有的地震动时程选择与修改方法进行分类和定性分析,挑选了两种与规范要求衔接较好的方法.结合具体算例对两种方法进行了定量分析,结果表明以安评设计谱作为选择指标,利用最小二乘法对选择的地震动时程进行修改,可以得到离散较小且符合规范要求的地震动时程,该成果能够在现行规范要求下为结构的抗震设计提供合理可靠的依据.同时,本文也对未来地震动时程选择与修改方法的研究和发展方向进行了展望,指出条件均值谱和非弹性反应谱将是该领域未来主要的研究方向.  相似文献   

汶川地震山脚震害特征及机理分析1   总被引：1，自引：0，他引：1  

王伟  刘必灯  刘欣  沈超  周正华 《震灾防御技术》2014,9(4):863-871

汶川地震和以往地震现场震害调查表明,局部场地地形对震害的影响明显,其中,山脚房屋震害程度明显低于山顶和水平地表土层场地.针对这一震害特征,本文以汶川主震的地形效应观测强震动记录和人工爆破山体地形地震动观测记录为基础,通过数据分析,结合动力集中质量中心差分有限元法进行数值模拟分析,进一步揭示了山脚房屋震害轻微的特征不仅与其所在场地条件良好有关,更与山脚所处山体底部的几何位置直接相关.  相似文献