Joint probability density function of the stochastic responses of nonlinear structures     

陈建兵  李杰 《地震工程与工程振动(英文版)》2007,6(1):35-47

The joint probability density fimction （PDF） of different structural responses is a very important topic in the stochastic response analysis of nonlinear structures. In this paper, the probability density evolution method, which is successfully developed to capture the instantaneous PDF of an arbitrary single response of interest, is extended to evaluate the joint PDF of any two responses. A two-dimensional partial differential equation in terms of the joint PDF is established. The strategy of selecting representative points via the number theoretical method and sieved by a hyper-ellipsoid is outlined. A two-dimensional difference scheme is developed. The free vibration of an SDOF system is examined to verify the proposed method, and a flame structure exhibiting hysteresis subjected to stochastic ground motion is investigated. It is pointed out that the correlation of different responses results from the fact that randomness of different responses comes from the same set of basic random parameters involved. In other words, the essence of the probabilistic correlation is a physical correlation.  相似文献   

基于FSDAF模型的干旱区典型绿洲城市夏季地表热岛效应时空演变研究   总被引：1，自引：0，他引：1  

王爽  王承武  张飞云 《干旱区地理》2021,44(1):118-130

全球城市化进程加快引起的干旱区绿洲城市热岛效应变化及其生态环境问题已成为当前国内外城市气候、环境和生态等领域的研究热点之一.基于遥感热红外通道反演的地表温度(Land surface temperature,LST)是开展城市地表热岛(Surface urban heat island,SUHI)效应监测研究的关键参数...  相似文献   

基于轨迹偏移算法的居民就医时空特征与空间格局分析     

丁威  邬群勇 《地球信息科学学报》2021,23(6):979-991

居民就医时空特征与空间格局反映了医疗设施的服务能力与布局合理性.本文以厦门岛为例,采用出租车轨迹数据,探讨了居民就医的时空特征和空间格局.论文提出了基于道路中心线的研究单元划分方法;提出OD轨迹偏移算法,更精细地提取出三级医院的就医OD数据,改善传统的缓冲区分析法中精确度较低的问题;对居民就医行为进行时空特征分析;基于...  相似文献   

基于不同摩擦系数水平的滑移隔震体系的相对输入能量与绝对输入能量的差异性分析     

孙敏  白杨  李大望  牛勇 《国际地震动态》2007,(2):27-31

定义了能量变化率指标,以简谐激励作用下的滑移隔震结构为例,探讨了摩擦系数对滑移隔震结构能量变化率指标的影响,通过对这些能量指标的研究,分析了系统的相对输入能量和绝对输入能量的差异性随摩擦系数的变化规律,为后续研究提供理论依据。  相似文献   

濮阳小震集中区地震重定位及发震构造分析          下载免费PDF全文

邱勇  曹云涛  刘巧霞  段永红  徐志萍  贾宇鹏  张丹 《地震工程学报》2021,43(3):501-511

利用濮阳周边数字地震台网近十年的震相观测报告数据及3级以上地震事件的波形记录,基于人工地震宽角反射/折射剖面的速度模型,采用Hypo2000地震定位法对研究区内1级以上287次地震事件进行绝对定位.同时,以Hypo2000绝对定位结果为初始位置,对濮城镇附近约25 km范围内的153个一级以上地震进行双差相对定位,获得...  相似文献   

极坐标系有限差分中起伏地表边界条件处理          下载免费PDF全文

徐剑侠  张伟  陈晓非 《地球物理学报》2021,64(2):546-554

有限差分算法是地震学中重要的算法,在直角坐标系下同位网格有限差分中使用牵引力镜像方法,可以高效准确地处理起伏地表边界条件.当研究区域-全球尺度问题时需要考虑地球曲率影响,此时选择极坐标系更加直观方便,但已有方法无法在极坐标系下准确计算起伏地表影响.本文在极坐标系有限差分中引入贴体网格和牵引力镜像方法处理起伏地表边界条件...  相似文献   

The phase difference effects on 3-D structure of wave pressure acting on a composite breakwater     

D.-S. Hur  K.-H. Lee  G.-S. Yeom   《Ocean Engineering》2008,35(17-18):1826-1841

In designing the coastal structures, the accurate estimation of the wave forces on them is of great importance. In this paper, the influences of the phase difference on wave pressure acting on a composite breakwater installed in the three-dimensional (3-D) wave field are studied numerically. We extend the earlier model [Hur, D.S., Mizutani, N., 2003. Coastal Engineering 47, 329–345] to simulate 3-D wave fields by introducing 3-D Navier–Stokes solver with the Smagorinsky's sub-grid scale (SGS) model. For the validation of the model, the wave field around a 3-D asymmetrical structure installed on a submerged breakwater, in which the complex wave deformations generate, is simulated, and the numerical solutions are compared to the experimental data reported by Hur, Mizutani, Kim [2004. Coastal Engineering (51, 407–420)]. The model is then adopted to investigate 3-D characteristics of wave pressure and force on a caisson of composite breakwater, and the numerical solutions were discussed with respect to the phase difference between harbor and seaward sides induced by the transmitted wave through the rubble mound or the diffraction. The numerical results reveal that wave forces acting on the composite breakwater are significantly different at each cross-section under influence of wave diffraction that is important parameter on 3-D wave interaction with coastal structures.  相似文献   

Simulation of nonlinear wave run-up with a high-order Boussinesq model   总被引：2，自引：0，他引：2  

David R. Fuhrman  Per A. Madsen 《Coastal Engineering》2008

This paper considers the numerical simulation of nonlinear wave run-up within a highly accurate Boussinesq-type model. Moving wet–dry boundary algorithms based on so-called extrapolating boundary techniques are utilized, and a new variant of this approach is proposed in two horizontal dimensions. As validation, computed results involving the nonlinear run-up of periodic as well as transient waves on a sloping beach are considered in a single horizontal dimension, demonstrating excellent agreement with analytical solutions for both the free surface and horizontal velocity. In two horizontal dimensions cases involving long wave resonance in a parabolic basin, solitary wave evolution in a triangular channel, and solitary wave run-up on a circular conical island are considered. In each case the computed results compare well against available analytical solutions or experimental measurements. The ability to accurately simulate a moving wet–dry boundary is of considerable practical importance within coastal engineering, and the extension described in this work significantly improves the nearshore versatility of the present high-order Boussinesq approach.  相似文献   

气象监测数据的时空特征分析与建模     

刘晓晓  孔云峰 《地理空间信息》2009,7(4):104-107

尝试对美国爱荷华州东部66个气象观测站1951～2000年的月均最低气温数据进行时空特征分析和建模。将时空数据分解为时空趋势和时空残差两部分,使用非线性时间序列模型模拟气温的时空趋势,分析模型参数和残差的时空特征,探索时空数据建模方法。案例研究表明研究区域内所有站点的时间序列特征较一致,可采用一个趋势性和周期性模型表达。同时残差部分具有一定的时空自相关特征,建议开发一个简单方法进行时空数据插值。  相似文献   

基于模糊理论的时空数据模型及算法解决     

陈珺 《测绘与空间地理信息》2009,32(1)

针对当前时空数据模型中存在的主要问题,本文提出了一种基于模糊理论的时空数据模型.该模型从时空对象演化的角度出发,结合模糊隶属度的概念,力求精确表达对象演化的整个过程及对象之间的相互关系.在此基础上,进一步分析了该模型的数据结构以及算法解决,为时空数据模型的研究提供了新的思路.  相似文献