1998年泾阳4.8级地震的一些特征

分析了 1 998年泾阳MS4.8地震的一些特征 .该次地震序列类型属孤立型 ,与陕西关中地区历史强震多以主 余震型为主的特征不同 .震源机制解显示 ,该次地震的断层错动以左旋走滑为主 ,主压应力方向为NE～SW ,与大华北区域应力场的方向吻合     

Reconsidering Schwarzschild's original solution

We analyse the Schwarzschild solution in the context of the historical development of its present use, and explain the invariant definition of the Schwarzschild's radius as a singular surface, that can be applied to the Kerr‐Newman solution too.     

Effective KEM solutions for the limit load and the slope stability problem

The matrix formulation for the limit‐load problem in soil mechanics can be solved by the KEM effectively. The solution of the slope stability problem is more complicated in principle, but together with an effective iteration technique the solution of the implicit equation system can be simplified to the recursive solution of just a quadratic equation. Copyright © 2000 John Wiley & Sons, Ltd.     

Explanation of locking of four‐node plane element by considering it as elastic Dirichlet‐type boundary value problem

The aim of this study is to arrive at a better understanding of the phenomenon of locking of low‐order compatible displacement type of finite elements in particular for the hour‐glass mode of the plane four‐node element and dilative materials. To this end the properties of finite elements are investigated in an analytical way, where a finite element is considered as a plane boundary value problem with prescribed boundary displacement (Dirichlet problem). In this paper for the sake of simplicity the simplest possible linear comparison solid, namely isotropic linear elasticity, is applied, although recognizing fully that for a dilative material elasto‐plasticity would be more realistic. From the study described in this paper it is concluded that locking of the four‐node element is not due to any particular numerical formulation of this compatible finite element since, even the analytical solution suffers from this problem. The locking of this element is not related to incompressibility of the material either as the analytical solution shows locking to occur at a parameter set which differs significantly from the one in case of incompressibility. It is shown that locking is a consequence of the combination of the dilative material behaviour and the compatible displacement type of boundary conditions, which leads to infinite isotropic stresses in the element. These infinite isotropic stresses occur at the limit of uniqueness of the solution, which for this element is shown to occur outside the parameter range of the sufficiency of uniqueness. Copyright © 2000 John Wiley & Sons, Ltd.     

胶东台上金矿成矿机制模拟实验研究

模拟实验研究表明，台上金矿床的成矿机制为：胶东群地层重熔形成滦家河花岗岩岩浆时，初始浆为几乎均匀的熔体相；随着结晶成岩作用的进行，由于局部岩浆结晶分异作用，产生富Ｋ＾＋，Ｎａ＾２＾＋，Ｃａ＾２＾＋，Ｍｇ＾２＾＋，Ｆ＾－，Ｃｌ＾－，Ｓ＾２＾－，ＣＯ３＾２＾－及挥发份ＣＯ２，ＣＯ，Ｈ２Ｏ等的流体相，并不断从已结晶矿物及残熔体中，以［Ａｕ（ＨＳ）２］＾－，［Ａｕ（ＨＳ）Ｓ］＾２＾－，ＡｕＣｌ４］＾－等络     

水沙环境中重金属迁移转化模型的两个解析解

选取整体模型,将水体中的溶解态(水相)和吸附态(固相)重金属作为整体,开展了水沙环境中重金属迁移转化数学模型的解析解研究.在一定的简化条件下,得出了泥沙单纯沉积和单纯侵蚀两种特定动床条件下一维重金属迁移转化模型的两个解析解.文中成果可用于数学模型的验证和完善.     

欧亚地震带现代构造应力场及其分区特征

利用美国哈佛大学矩心矩张量目录中的2818个地震的震源机制解资料,分析了欧亚地震带及其5个分区现代构造应力场的基本特征,给出了5个分区的震源机制主压应力方向分布图。结果表明:①欧亚地震带以逆断型和走滑型断层活动为主;②地中海地震区以走滑断层活动为主,主压应力方向为SSW向;③伊朗—阿富汗—巴基斯坦地震区以逆断型断层活动为主,主压应力优势方向为NNE—NS向;④喜马拉雅地震以逆断型为主,主压应力优势方向为NS和NE向;⑤川—滇—缅地震区以走滑断层活动为主,主应力场方向为NNE向;⑥印度尼西亚地震区以逆断型断层活动为主,主压应力优势方向为NE—SSW向。各分区的主压应力方向明显受其所在区域板块运动的影响,由此推测板块运动可能是产生欧亚地震带构造应力的主要力源。     

新疆天山地区与川滇地区中强地震震源机制解对比分析

利用1970年以来新疆天山地区和川滇地区中强地震震源机制解,对两区中强地震的错动性质做了对比分析,得出以下两点结论:(1)新疆天山地区中强地震断错性质复杂多样,主要以逆断层型和走滑型地震为主;而川滇地区强震主要以走滑型地震为主。(2)新疆天山地区走滑型地震大多包含倾滑分量,单纯的水平错动地震数量极少;而川滇地区走滑型地震的错动方式主要以水平错动为主,倾滑分量较小。     

光压摄动计算中地影间断的处理

人卫精密定轨中受摄星历（或称精密星历,即状态转移）,可由分析解或数值解提供,相应的定轨方法亦有分析法定轨与数值法定轨之称。对于后者,在一般情况下,现有的常微分方程数值解法（或称积分器）已能满足精度要求,除长弧定轨外,有一定问题是值得注意的,即地影“间断”问题的处理,这关系到如何在保证星历精度的前提下提高计算效率的问题。本文针对这一问题,给出了相应的改进算法,并通过数值验证表明算法的有效性。     

受迫摆方程的伪概周期解

利用伪概周期函数的性质和Banach压缩映像原理研究受迫摆方程的伪概周期解问题,证明伪概周期解的存在性及在条件‖y-π‖L∞<π2下的唯一性。