基于GRACE卫星数据的高精度全球静态重力场模型

应用GRACE卫星数据反演高精度静态地球重力场是大地测量学界的热点之一。考虑到经典动力学法线性化误差随弧长拉长而迅速增长,本文以GRACE卫星轨道观测值为初值的线性化方法,建立了应用GRACE卫星轨道和星间距离变率反演地球重力场的改进动力学法理论模型。利用2003年1月至2010年12月的GRACE卫星姿态、轨道、星间距离变率和非保守力加速度等观测数据,解算了一个180阶次的无约束全球静态重力场模型Tongji-Dyn01s和一个采用Kaula规则约束的全球重力场模型Tongji-Dyn01k。与国际不同机构最新发布的纯GRACE数据解算的重力场模型(包括AIUB-GRACE03S、GGM05S、ITSG-Grace2014k和Tongji-GRACE01)进行比较,并利用DTU13海洋重力异常和GPS/水准高程异常进行外部检核,结果表明,Tongji-Dyn01s与国际最新模型精度处于同一水平,然而Tongji-Dyn01k模型总体上更加靠近EIGEN6C2重力场模型。     

古河道对工程场地地震动参数的影响

以上海浦东机场二期航站楼软土场地为例,应用二维土体模型和一维土体模型分别计算了深覆盖土层的地震反应,讨论了古河道对场地地震动参数的影响。此外,在二维土层地震反应分析中,进一步对比了基岩面地震波行波输入和一致输入下,场地地震动参数的差异。     

基于SOILQUAKE软件方法的厚层淤泥场地设防地震动参数确定探讨

以天津滨海某厚层淤泥场地为例,分别采用等效线性化法(LSSRLI-1)和新一代土层地震反应分析SOILQUAKE软件方法在场地危险性计算确定的不同设防水准地震动输入条件下进行了建模土层地震反应计算.计算结果表明:(1)对厚层淤泥软弱场地,与新版区划图结果相比等效线性化法可能会低估场地地震作用,甚至是低估场地设防烈度;(...     

A variationally consistent hyperstatic reaction method for tunnel lining design

In this technical note, a consistent finite element formulation of the Hyperstatic Reaction Method (HRM) for tunnel linings design is proposed by introducing a variational consistently linearized formulation. It permits to consider a nonlinear interaction between a lining structure and the surrounding ground. Recent advances of the HRM in regard to the consideration of the nonlinear response of the segmented tunnel lining exposed to design loads use an iterative algorithm for solving the nonlinear system of equations. In the proposed Variationally consistent Hyperstatic Reaction Method (VHRM), a distributed nonlinear spring model representing the interaction between the lining and the ground soils is considered in a variationally consistent format. Computing the tangential spring stiffness via consistent linearization, and using Newton-Raphson iteration, requires significantly smaller number of iterations as compared to the original HRM model based on nodal springs. Furthermore, the method is applicable for simulations using solid finite elements (2D and 3D), as well as beam or finite shell elements, respectively.