简谐荷载下单层球面网壳动力失效机理研究

以具有实际工程意义的40m跨度K8型单层球面网壳为研究对象,采用ANSYS程序的Pipe20单元,考察不同矢跨比网壳在不同频率的简谐荷载作用下,随着荷载幅值的逐渐增大,其宏观和微观响应的变化,详细阐述了2类破坏行为的规律,并通过一定规模的参数分析,给出单层球面网壳动力强度破坏判别准则.     

地面重力时空变化向卫星高度的解析延拓

为研究卫星在不同高度对地面重力变化的检测能力,利用地面获得的重力场时间和空间变化,采用空间域向上解析延拓原理,将地面数据向上解析延拓到数百千米的不同高度。计算分析表明,如果地表存在93×10-8ms-2的重力变化量,在450km高度可观测到20×10-8ms-2的重力变化。所以利用卫星重力观测技术进行地震监测,其观测精度应优于20×10-8ms-2。     

GPS基线快速计算与跟踪方法探讨

为减少中国地壳运动观测网络提供的GPS最终解的滞后时间,及时跟踪地壳形变的动态,利用提取的GPS长期运动背景外推GPS每日最终解;同时以松弛解H文件中的协方差矩阵为约束条件,对松弛解H文件中的坐标进行7参数转换,得到ITRF2000框架下的GPS当日坐标;用外推的GPS当日解、GPS最终解和H文件分别计算基线长,并对结果进行比较,然后,为了从大量的基线中找出变化幅度较大的基线,利用经验正交函数分析（EOF）方法对活动地块内基线的空间特征进行分析,实现对GPS基线的动态跟踪与监视。     

地壳形变与密度变化耦合运动探析

为整体解释现代大地测量数据,提出了地壳变形与密度变化耦合运动的基本思想;分析了地壳变形与密度变化耦合运动的基本理论;导出了由地壳形变与密度变化耦合运动引起的重力时间变化一般严格公式。     

An intelligent agent based on virtual geographic environment system

On the basis of previous work, this paper designs an intelligent agent based on virtual geographic environment (VGE) system that is characterized by huge data, rapid computation, multi-user, multi-thread and intelligence and issues challenges to traditional GIS models and algorithms. The new advances in software and hardware technology lay a reliable basis for system design, development and application.     

Estimation of Land Subsidence Based on Groundwater Flow Model

This article presents an approach for estimating land subsidence due to withdrawal of groundwater. The proposed method calculates the groundwater seepage in 3-D-condition and calculates the land subsidence one-dimensionally. The governing equation on groundwater seepage is based on the three-dimensional mass conservation law and the principle of effective stress. The land subsidence calculation method is derived based on the following assumptions: (1) displacements occur only in the vertical direction, and (2) in vertical direction the total stresses do not change. The governing equation is solved by numerical method, i.e., finite element method (FEM) in spatial discretization and finite difference method (FDM) in time series discretization. In FEM Galerkin method is adopted and in FDM, lumped matrix method is employed. The proposed method is calibrated via analyzing 1-D consolidation problem and the results are compared with those from Terzaghi's one-dimensional consolidation theory and oedometer test. The proposed method is employed to analyze the consolidation of a soft layer due to withdrawal of groundwater from an aquifer under it. Moreover, this method is also applied to a field case of land subsidence due to groundwater pumping in a gas production field in Japan. The analytical results are compared with the field observed data. The results show that this approach simulates the field case well.     

广东省东部地区背景噪声面波群速度层析成像

选取广东省东部及福建和江西测震台网的26个固定台站2011年3～9月的地震背景噪声的垂直分量数据,用互相关方法获得瑞利面波的格林函数,再用频时分析方法提取瑞利面波的群速度频散曲线,最后用面波层析成像方法反演得到研究区周期为5～15s的瑞利面波群速度图像.反演结果揭示了广东省东部地区浅部地壳群速度结构存在明显横向不均匀性.短周期群速度异常与研究区内山脉、盆地的分布有较好的对应关系,沉积厚度较大的盆地地区表现为低速异常,而基底埋深较浅的山脉则显示了高速异常;地热分布对面波群速度产生重要影响,地热值较高的区域面波群速度一般表现为低速异常;粤东地区特别是粤东沿海地区地壳中部可能存在低速层.     

太原地震台水位异常分析

针对太原地震台晋7-1井近年来水位大幅上升情况,进行资料收集和干扰因素分析,结果发现：2009年7月以来的井水位回升,与关闭小煤窑、汾河清水复流工程、关井压采、大量引用黄河水有直接关系。