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Mojtaba Babaei Mirsattar Meshinchi-Asl Hossein Zomorrodian 《Arabian Journal of Geosciences》2013,6(6):1913-1924
In this article the response of the induced eddy-current in an unlimited conduction spheroidal as well as the response of the current-channeling resulted from the presence of the spheroidal in a weakly conducted medium are derived. The common methods are based on receiving electromagnetic induction response from the homocentric and coaxial receiver and transmitter coils which are exactly over the anomaly. As the spheroidal location is unknown in the practice, it is suggested to measure the electromagnetic induction response in a case that the receiver and the transmitter have an arbitrary situation regarding to the anomaly. In this article, eddy-current response and current-channeling response of the spheroid have been computed in a more general case in which at least one axis of spheroid and the dipole axes of the receiver and transmitter coils are on the same plate; however, none of the coils are laid over the anomaly. Using this method, we can determine the location and the depth of the spheroid through fixing the transmitter’s position and of the receivers’ coil movements. 相似文献
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Site response analysis is usually the first step of any seismic soil-structure study. Geotechnical earthquake engineers and engineering geologist have been trying to find both practical and most appropriate solution techniques for ground response analysis under earthquake loadings. The paper attempts to give a critical overview of the field of site response analysis. In this paper, the influences of nonlinearity on the site response analysis summarized and were evaluated with a numerical example. Site response of a two layered soil deposit with the assumption of linear and rigid base bedrock (or viscoelastic half-space) was analyzed by using linear and nonlinear approaches. The amplification spectrum of the soil column is computed between the top and the bottom of this soil deposit. Nonlinear analysis was compared with the linear method of analysis. Steps involved in ground response analyses to develop site-specific response spectra at a soil site are briefly summarized. Some of the well-known site response analysis methods are summarized and similarities and differences between linear and nonlinear methods are compared by a numerical example. 相似文献
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不同边界和地基条件的大型滑坡体动力响应分析 总被引：1，自引：0，他引：1
动力有限元计算结果的真实性与模型边界条件的设置和地震波输入高程的选择有着密切的关系。采用动力有限元时程分析法对不同边界和地基条件的大型滑坡体进行了数值计算,在此基础上分析了地基辐射阻尼和地震加速度输入高程对滑坡体动力响应的影响,以及大型滑坡体的地震响应规律。结果表明,上田镇大型滑坡体在动力作用下上部的位移响应值大,剪应力小,而下部则相反;黏弹性边界能有效地降低滑坡体的地震反应,而且地震输入高程的不同对滑坡体的地震响应会产生相当大的影响,地基辐射阻尼和地震波输入的模拟合理性直接影响滑坡体动力分析的客观性。 相似文献
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流体饱和两相多孔介质动力反应计算分析 总被引：2，自引：1，他引：1
基于流体饱和两相多孔介质的弹性波动方程组,运用显式逐步积分格式与局部透射人工边界相结合的时域显式有限元方法对该波动方程组进行求解,对两相介质在输入地震波作用下的弹性动力反应进行计算和分析;对在是否考虑孔隙流体渗流的两种情况下计算得到的两相介质弹性动力反应结果的差异进行对比研究,从而揭示孔隙流体渗流对两相介质动力反应性质的影响。计算结果表明：两相介质弹性动力反应时程的波形与入射地震波的波形相同,且弹性动力反应的峰值出现的时刻对应于入射地震波的峰值出现的时刻;孔隙流体的渗流将对两相介质的弹性动力反应性质产生显著的影响。数值计算同时表明,时域显式有限元方法是进行流体饱和两相多孔介质弹性动力反应计算分析的一种有效的方法。 相似文献
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In the case of the dynamic analysis of the structures using the recorded earthquake ground motions, it is usually assumed that the ground motion consists of body waves propagating vertically. However, the response of a long and narrow structure may be influenced by the oblique propagation of body waves and the dispersion of surface waves. In this paper, the effects of the seismic wave propagation on the response of this kind of structure are investigated. The characteristics of the wave propagation were verified using the recorded motions and soil information at the building site. The ground motion at every input point of the building was evaluated using the difference of arrival time of seismic waves calculated by assuming the velocity and the direction of the wave propagation. Using these ground motions, response analyses of the lumped mass model for the structure were performed. By considering the characteristics of the seismic wave propagation, the average response decreased but the local response increased around the end of the roof. Further studies of the structure were also performed in order to restrain the response around the end of the roof. 相似文献
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The purpose of this paper is to investigate the seismic response of a tall and narrow building, for example, a turbine building of thermal power plant, due to a traveling shear wave. It is considered that the dynamic response of the building can be affected by the spatial variance of seismic ground motion, because the building has a long-shaped foundation (43 meters wide by 343 meters long by 4 meters thick). First, analytical study was conducted using obliquely incident harmonic motion. And comparing the earthquake response observed at different points of foundation slab, it was found that the response at the end point where input wave reaches later is larger than that at the other end. From these studies, it was assured that the antisymmetric mode, which can be neglected in ordinary analysis, is excited by phase difference of input motion. 相似文献
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为研究列车振动荷载作用下盾构隧道结构及周围土体的动力响应特性,采用模型试验方法,通过布置在盾构隧道底部的激振器施加扫频激振荷载和列车振动荷载,采用频率响应函数FRF与最大加速度分析了盾构隧道衬砌结构与周围土体不同位置处的动力响应及其衰减规律。研究结果表明：FRF是隧道衬砌结构和周围土体自身的动力响应特性的体现,与激振力的大小、扫频方向及扫频时间无关;在隧道管片衬砌结构的底部和顶部均体现出高频响应大于低频响应的特性,隧道顶部加速度响应沿隧道纵向衰减幅度明显小于隧道底部;隧道周围土体的动力响应沿深度有明显变化,但均表现出沿隧道轴向衰减的规律。隧道结构上部第1层测点土体的动力响应在全频域内随频率的增加逐渐增大。但在第2层和地表的第3层测点,土体的动力响应在30～90 Hz区段线性增长,在90～300 Hz区段出现波动变化,并无明显增大趋势;与扫频激振荷载引起的动力响应规律一致,由列车运行振动荷载引起的隧道管片衬砌结构和周围土体的振动沿隧道轴向逐渐衰减,隧道底部的加速度响应大于顶部,随着列车车速的增大,在隧道内部引起的加速度响应将显著增大。同时,在列车振动荷载作用下发现地表存在加速度放大效应,地表第3层测点的加速度响应均大于隧道结构上部第1层测点。 相似文献
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精细化衡量地下水对外界因素的响应规律对分析滑坡稳定性具有重要意义。考虑库岸边坡的稳定性同时受库水位和降雨作用影响,提出了一种基于数据挖掘的滑坡地下水响应特征的研究方法。以三峡库区麻地湾滑坡为例,首先通过特征时段分析和Granger检验确定地下水响应滞后期,然后基于响应滞后期确定地下水水位的影响因素,结合Apriori数据挖掘算法揭示了麻地湾滑坡地下水的响应特征。研究结果表明:滑坡前缘地下水变化与库水位波动相关性较大,滑坡中后缘地下水变化与降雨相关性较大; 麻地湾滑坡地下水对于降雨和库水位的最佳响应滞后期为1 d;滑坡后缘的地下水水位对降雨响应较为强烈,而前缘的地下水水位对库水位响应更为强烈。 相似文献
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At the 41,000-period of orbital tilt, summer insolation forces a lagged response in northern ice sheets. This delayed ice signal is rapidly transferred to nearby northern oceans and landmasses by atmospheric dynamics. These ice-driven responses lead to late-phased changes in atmospheric CO2 that provide positive feedback to the ice sheets and also project ‘late’ 41-K forcing across the tropics and the Southern Hemisphere. Responses in austral regions are also influenced by a fast response to summer insolation forcing at high southern latitudes.At the 22,000-year precession period, northern summer insolation again forces a lagged ice-sheet response, but with muted transfers to proximal regions and no subsequent effect on atmospheric CO2. Most 22,000-year greenhouse-gas responses have the ‘early’ phase of July insolation. July forcing of monsoonal and boreal wetlands explains the early CH4 response. The slightly later 22-K CO2 response originates in the southern hemisphere. The early 22-K CH4 and CO2 responses add to insolation forcing of the ice sheets.The dominant 100,000-year response of ice sheets is not externally forced, nor does it result from internal resonance. Internal forcing appears to play at most a minor role. The origin of this signal lies mainly in internal feedbacks (CO2 and ice albedo) that drive the gradual build-up of large ice sheets and then their rapid destruction. Ice melting during terminations is initiated by uniquely coincident forcing from insolation and greenhouse gases at the periods of tilt and precession. 相似文献
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在系统分析滑坡的物质组成和失稳动因的基础上,分析和研究了地下水在滑坡稳定性演化过程中的卸载与加载动力作用及其位移响应规律和特点。从非线性系统动力学角度,提出了运用地下水卸加载动力与位移响应耦合预测参数来评价边坡稳定性演化规律与失稳特征,即以地下水位变化量作为堆积层滑坡的卸加载动力参数,以相应的位移作为其卸加载响应参数,建立和确定了地下水卸加载动力与位移响应比预测参数与评价模型。同时,运用损伤力学基本原理,建立了其卸加载响应比与坡体损伤变量和稳定性系数的定量关系以及失稳判据。以三峡库区典型堆积层滑坡分析为例,运用地下水动力与位移耦合预测模型对其稳定性进行了分析与评价,发现地下水动力位移耦合预测参数变化与边坡稳定性实际动态演化规律基本吻合。研究成果表明,所确定的参数是水诱发型堆积层滑坡的一种有效位移动力评价参数,可运用该参数对该类滑坡的动态稳定性进行实时监测预警与评价。 相似文献
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The response to marine accidental spillage of oil requires careful advance planning to ensure that the impact of an oil spill is minimized. In this paper a binary integer mathematical model based on the cluster analysis approach is developed to aid in determining the optimal sites for locating oil spill response equipment and facilities within a semienclosed waterway. The application of the model has been illustrated through a numerical example using hypothetical but representative data to determine optimal sites for locating oil spill response equipment and facilities in the Arabian Gulf region. 相似文献
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针对地铁竖向振动在成层地基中的传播,提出了移动荷载作用下层状地基的分析模型。基于该模型,利用狄拉克函数及三重傅里叶变换将时空域内单个移动简谐荷载转换为频率-波数域内的荷载,结合薄层法和移动坐标系法推导了单个移动简谐荷载和移动简谐线荷载作用下三维层状地基动力响应的解析解,并给出了移动简谐线荷载动力响应解析解中参数n的经验取值范围;分析了荷载的移动速度对层状地基动力响应的影响以及弹性模量、泊松比、阻尼比和荷载频率对土体临界速度的影响。结果表明：荷载的移动速度对不同频带的动力响应的影响范围不同;移动速度对低频响应的影响程度大于对高频响应的影响程度;相比于泊松比和阻尼比,弹性模量对土体临界速度的影响最大;频率越接近荷载振动频率的振动响应,其幅值越大,临界速度越小。 相似文献
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Xiao-hui Tan Meng-fen Shen Xiao-liang Hou Dan Li Na Hu 《Geotechnical and Geological Engineering》2013,31(4):1011-1025
The response surface method (RSM) is a powerful approach for carrying out reliability analysis for complicate engineering with implicit limit state functions. The quality of a response surface mainly depends on the choice of response surface function and the selection of sample points. To investigate the influence of the types of response surface functions and to reduce the computation efforts, two new sampling methods and a hybrid RSM are proposed. In the hybrid RSM, four types of response surface functions and three sampling methods are involved, and each Response surface function can be connected to each sampling method. The four response surface functions are quadratic polynomial without cross terms (PN1), quadratic polynomial with cross terms, radial basic function network (RBFN) and support vector machine (SVM). The three RSMs using the traditional sampling method, the new iterative sampling method and the new experiment design method are RSM1, RSM2 and RSM3, respectively. The accuracy and efficiency of different RSMs are illustrated through three examples. When an iterative method is used for locating sample points, the PN1-based RSM2 is proposed for its accuracy and efficiency. And when an experiment design method is used for locating sample points, the RBFN- or SVM-based RSM3 is suggested because the RBFN or SVM is suitable for global fitting. 相似文献
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Breaking‐wave‐induced dynamic response and instability of seabed around a caisson breakwater are investigated. A seabed‐rubble‐breakwater system is modeled using finite elements. The impact response of the porous seabed and rubble foundation is assumed to be governed by the coupled Biot equations, and three possible formulations are considered with respect to the inclusion of inertial terms. The response is presented in terms of shear stress and pore pressure distributions at three locations underneath the breakwater. The effect of seabed and wave parameters and the inertial terms on the impact response is investigated through parametric studies. Analyses show that usually partly dynamic formulation yields the largest response amplitudes as compared to the fully dynamic formulation, which is the most complete form. The instability of seabed and rubble mound as a result of instantaneous liquefaction is also studied. Breaking wave‐induced pressures in some cases are found to cause liquefaction in the rubble and the seabed. The effect of some parameters on the instability is found to be significant. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
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水平井和大斜度井中阵列侧向测井响应数值模拟 总被引：1，自引：0，他引：1
针对水平井和大斜度井中阵列侧向电极系的工作原理,利用多电场叠加方式进行电场合成,采用三维有限元方法模拟仿真各个分电场的场分布,进而利用电场线性叠加原理得到阵列侧向测井响应。在基于计算机仿真的基础上,得到阵列侧向五条测井曲线的径向探测深度,阵列侧向径向探测深度要小于深侧向探测深度。考察了三维地层模型下井斜和侵入深度变化对阵列侧向测井响应的影响,分析了水平井和大斜度井中阵列侧向测井响应特征。模拟结果表明,在井斜小于15°时,阵列侧向测井响应受井斜影响小,可以不进行井斜校正;井斜超过60°的大斜度井以及水平井中,阵列侧向测井响应视地层厚度逐渐增大,测井响应值与直井条件下响应值差别较大,必须进行井斜校正。 相似文献
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首先给出瞬变电磁（TEM）场卷积计算式,并将关断电流变化率函数看成冲击函数,垂直阶跃脉冲激发的场分量看成输入信号,卷积结果就是任意形状关断电流的TEM响应。把电流激发脉冲看成是许多垂直阶跃函数的叠加,通过叠加这些阶跃函数的响应求得任意电流脉冲激发的瞬变电磁响应。当已知TEM场的实测值和关断电流形状,就可按编程的方法计算全期视电阻率。文中给出了2个斜坡关断电流激发的电偶极源TEM垂直磁场算例,一个为均匀半空间的响应及其全期视电阻率,另一个为三层K型地电断面的响应及其全期视电阻率。 相似文献