季节指数及其在季节性监测资料分析和预报中的应用

基于灰色模型的诸多优点，作者选用GM(1，1)模型分析和预报形变监测序列。然而直接应用GM(1，1)灰色模型分析和预报具有季节性的监测序列时往往精度不高。因此，作者提出运用基于季节指数的“去季节波动”法与GM(1，1)混合建模，对监测资料进行分析与预报。基于均方差和平均绝对误差两个精度准则，作者对此方法与周期函数拟合模型进行了比较。结果表明，此方法提高了具有季节性波动监测序列的预报精度，且建模方法简便、快捷。     

JOPENS流服务与TDE-324系列地震数据采集器实时数据流接口程序的设计与实现

JOPENS系统是为地震台网中心开发的数据处理软件系统,为使地震台站记录到的实时数据流能接入JOPENS系统处理,必须为数采开发对应的接口程序,用来接收地震台站数采的实时数据流.介绍了JOPENS的流服务与珠海泰德公司生产的TDE-324系列数采实时数据流接口的设计思想与实现过程,并对接口程序进行了故障处理能力试验检测...     

地震动差动作用下大跨度空间网壳结构的反应分析

选取100m跨度的双层柱面网壳结构为研究对象,采用时程分析法,分别进行了结构在单向和三向地震行波输入作用下的反应分析,并针对多种视波速情况进行了研究,考查了地震动不同输入情况下结构杆件内力的分布特点,对其进行了对比分析,为大跨网壳结构的抗震设计提供了理论依据。研究表明,考虑行波效应会使结构部分构件内力有一定程度的提高,多维地震作用比单维地震作用下结构的杆件内力大。由此得出结论：对于大跨度空间网壳结构,应该进行多维非一致输入下的地震反应分析;为保证抗震安全,应对可能出现的地面视波速进行全面分析。     

Lateral load pattern in pushover analysis

The seismic capacity curves of three types of buildings including frame, frame-shear wall and shear wall obtained by pushover analysis under different lateral load patterns are compared with those from nonlinear time history analysis. Based on the numerical results obtained a two-phase load pattern; an inverted triangle (first mode) load pattern until the base shear force reachesβ times its maximum value, V_max, followed by a (x/H)^α form, hereβ and α being some coefficients depending on the type of the structures considered, is proposed in the paper, which can provide excellent approximation of the seismic capacity curve for low-to-mid-rise shear type buildings. Furthermore, it is shown both the two-phase load pattern proposed and the invariant uniform pattern can be used for low-to-mid-rise shear-bending type and low-rise bending type of buildings. No suitable load patterns have been found for high-rise buildings.     

3D structure of the Earth's crust beneath the northern part of the Bohemian Massif

The SUDETES 2003 wide-angle refraction/reflection experiment covered the area of the south-western Poland and the northern Bohemian Massif. The good quality data that were gathered combined with the data from previous experiments (POLONAISE'97, CELEBRATION 2000) allowed us to prepare a 3D seismic model of the crust and uppermost mantle for this area. We inverted travel times of both refracted and reflected P waves using the JIVE3D package. This allowed us to obtain a model of P-wave velocity distribution as well as the shape of major boundaries in the crust. We also present a detailed uncertainty analysis for both the boundary depths and the velocity field. In doing the uncertainty analysis we found an interesting, strong dependence between uncertainty and inversion scheme (order of used phases). We also compared the model with surface geology and found good correlation between velocity inhomogeneities in the uppermost crust (down to 2 km) and major geological units. The higher velocity lower crust (6.9–7.2 km/s) could result from remelting of the lower crust or magmatic underplating.     

Soil‐pile interaction in the pile vertical vibration considering true three‐dimensional wave effect of soil

The dynamic response of an end bearing pile embedded in a linear visco‐elastic soil layer with hysteretic type damping is theoretically investigated when the pile is subjected to a time‐harmonic vertical loading at the pile top. The soil is modeled as a three‐dimensional axisymmetric continuum in which both its radial and vertical displacements are taken into account. The pile is assumed to be vertical, elastic and of uniform circular cross section. By using two potential functions to decompose the displacements of the soil layer and utilizing the separation of variables technique, the dynamic equilibrium equation is uncoupled and solved. At the interface of soil‐pile system, the boundary conditions of displacement continuity and force equilibrium are invoked to derive a closed‐form solution of the vertical dynamic response of the pile in frequency domain. The corresponding inverted solutions in time domain for the velocity response of a pile subjected to a semi‐sine excitation force applied at the pile top are obtained by means of inverse Fourier transform and the convolution theorem. A comparison with two other simplified solutions has been performed to verify the more rigorous solutions presented in this paper. Using the developed solutions, a parametric study has also been conducted to investigate the influence of the major parameters of the soil‐pile system on the vertical vibration characteristics of the pile. Copyright © 2013 John Wiley & Sons, Ltd.     

基于LSSVM-ARMA模型的基坑变形时间序列预测

如何准确预测和控制基坑变形是基坑工程的一个难点,提出了一种基于小波变换、粒子群优化的最小二乘支持向量机（PSO-LSSVM）和自回归移动平均模型（ARMA）的基坑变形时间序列预测方法。首先,利用小波变换将基坑变形时间序列分解和重构为2个子序列--趋势时间序列和随机时间序列,在该基础上,采用PSO-LSSVM模型与ARMA模型分别预测趋势时间序列与随机时间序列未来值,将2个子序列的预测值求和作为最终预测结果。最后,将该方法应用于昆明某基坑工程的深层水平位移预测,不断地利用前期工况的最新实测数据建模,对后期工况未来变形量进行滚动预测,获得了令人满意的结果。     

我国旬降水量的时空分布特征

用EOF方法分解我国近44a的旬降水场，得知：我国旬降水的6种主要空间型出现的集中时段各不相同，各型均以年际和年内的短周期变化为主，且有各自的长期变化趋势。EOF展开空间型的时间系数间存在显著的统计相关。     

广西暴雨时空分布特征

利用1970~2004年广西89个测站逐12h降水实测资料,分析了广西暴雨的时空分布特征。结果表明:广西年均暴雨量的分布具有明显的地域性,暴雨中心区主要位于山脉的迎风坡,地形的强迫作用对暴雨有增幅效应。年均暴雨日数的地域分布与年均暴雨量的分布相一致,但不同的季节年均暴雨日数其地域分布有明显差异。暴雨的日变化具有桂西北夜间暴雨濒数较白昼高,而桂东南则相反的分布特点。广西暴雨过程持续时间一般为1~2d,约占94%,3d以上的强过程只在5~8月份出现。     

基于EMD方法的地心运动时间序列分析

针对时间序列混有的高频信息会影响地心运动规律分析的问题,采用网平移法对IGS提供的GNSS周解进行解算,得到2007-2017年地心运动时间序列,对其进行分解重构,剔除高频项,并利用重构时序对地心运动规律作进一步分析探讨。结果表明：本文解算的地心运动在T_x、T_y和T_z方向的精度均为毫米级。EMD方法重构的时序保留了原序列的基本信息,且抑制了高频项的影响,提高了周期贡献率,3个方向的贡献率分别提高了12.3%、16.7%及6.3%。通过分析重构后的时序发现,周年项振幅为各周期对应振幅的最大值,分别为2.32、1.89和2.07 mm;T_y和T_z方向长期变化趋势较T_x更为明显,分别为0.13和-0.27 mm/a;半年项较小,且在T_x和T_y方向上具有时变性。此外,还发现了一些其他较小的年际变化。