华北平原北部历史时期地质环境演化

控制和影响地质环境发生变化的因素和地质环境变化的表现形式是多种多样的，主要表现于古地理，古水文，古植被和古土壤等几个方面，其主要标志有河道变迁，湖泊洼淀演化，海岸线变迁以及人类活动影响下的植被土壤的演化等。本文从以从几种标志入手，分析和恢复历史时期的地质环境演化，并对未来环境的发展趋势和环境问题进行了论述。     

S波分裂在地震预报中应用的讨论

本文综述S波分裂研究的现状、基本原理与方法及其在地震预报中的应用。在此基础上,提出了可能的研究方向和存在的问题。主要是提出了一种按射线路径方位扫描的方法。     

孕震过程中波速比及S波分裂时空变化的数值模拟

本文利用有限元方法模拟计算了强震发生前孕震区的波速比及Ｓ波分裂的时空变化，结果表明，孕震过程中，随着应力的局部集中，岩体发生扩容，引起裂隙的增生及定向排列，从而使孕震区产生各向异性，引起波速比的变化及Ｓ波分裂现象，在不同阶段，穿过同一路径的地震射线其波速比和Ｓ波分裂特征不同；在同一时刻，沿不同路径传播的地震射线其波速比及Ｓ波分裂也不同。总体看来，平行于孕震断层传播的地震波速比变化比垂直于其波速比及     

利用旱涝县次建立历史时期旱涝指数序列的试验*

本文利用27万条自然灾害史料记载,整理出我国东部及南部85个地区的受灾县次记录,分析了这些记录的可靠性,建立了这些地区1471—1950年的旱涝指数序列,并以北京地区为例,详细说明了利用旱涝县次建立旱涝指数序列的过程,分析了这种方法的可靠性。     

Computation of travel times and rays in a medium of two-dimensional velocity distribution

A ray-tracing computer program is described for a two-dimensional velocity distribution defined by the local wave velocitiesv _{i, j} in points at arbitrary depthv _{i, j} below the surface points with the horizontal coordinatesx _i . The velocity variation is assumed to be linear in the triangles formed by three neighbouring points. Travel times and rays are then calculated after the exact analytic formulae for any position of the source within the model. No assumptions other than of a piecewise linear velocity structure are made. A first-order discontinuity can be approximated by a thin layer with a strong velocity gradient and refracted waves or wide-angle reflections obtained in this way. As an example,P-wave rays were computed for section No. 05 of the Alpine Longitudinal Profile. The model includes a low-velocity channel which is cut off on the eastern side, first-order discontinuities and a sediment basin.Paper presented at the ESC-Workshop Meeting Seismic Waves in Laterally Inhomogeneous Media, Liblice, 1978.     

GPS伪距改正及精密动态单点定位精度分析

给出了GPS伪距定位在动态模式下的改正模型：对流层折射延迟、电离层延迟改正、地球自转改正、相对论效应改正、卫星天线和接收机天线改正、固体潮改正。并针对单频GPS接收机进行动态伪距定位的试验，分析了各项改正对GPS伪距定位的精度影响及综合改正后的精度分析。     

乌鲁木齐及附近地区剪切波分裂特征研究

利用S波分裂的方法，分析了2003年2月14日新疆石河子5．4级地震前后多台所记录的小地震的S波分裂特征，发现震源附近地区的S波分裂特征对中强震仍有一定的前兆意义．震中附近的3个地震台记录的S波偏振方向在5．4级地震前出现由原来与区域应力场一致的NE向转为NW向震后又转回NE向。5．4级地震前各台记录的慢波延迟时间总体表现出由小变大的特征．     

卫星VLBI测轨资料处理中的电离层延迟改正

结合我国探月项目卫星VLBI测轨资料分析中的实际需求讨论了两个问题：一是在S、X波段时延测量精度均为1ns情况下，电离层延迟改正所能够达到的精度；二是在飞行器VLBI测轨过程中，不能确保S、X波段双频观测情况下获取电离层时延改正的可能途径，包括借助于相关电离层模型、利用常规VLB1历史观测资料积累、借助于局域GPS观测网和IGS网单站GPS测量以及借助于专门设计的单站GPS测量等。最后对电离层VLB1和GPS技术实测结果进行了比较和问题分析。     

Stability analysis of real‐time dynamic substructuring using delay differential equation models

Real‐time dynamic substructuring is an experimental technique for testing the dynamic behaviour of complex structures. It involves creating a hybrid model of the entire structure by combining an experimental test piece—the substructure—with a numerical model describing the remainder of the system. The technique is useful when it is impractical to experimentally test the entire structure or complete numerical modelling is insufficient. In this paper, we focus on the influence of delay in the system, which is generally due to the inherent dynamics of the transfer systems (actuators) used for structural testing. This naturally gives rise to a delay differential equation (DDE) model of the substructured system. With the case of a substructured system consisting of a single mass–spring oscillator we demonstrate how a DDE model can be used to understand the influence of the response delay of the actuator. Specifically, we describe a number of methods for identifying the critical time delay above which the system becomes unstable. Because of the low damping in many large structures a typical situation is that a substructuring test would operate in an unstable region if additional techniques were not implemented in practice. We demonstrate with an adaptive delay compensation technique that the substructured mass–spring oscillator system can be stabilized successfully in an experiment. The approach of DDE modelling also allows us to determine the dependence of the critical delay on the parameters of the delay compensation scheme. Using this approach we develop an over‐compensation scheme that will help ensure stable experimental testing from initiation to steady state operation. This technique is particularly suited to stiff structures or those with very low natural damping as regularly encountered in structural engineering. Copyright © 2005 John Wiley & Sons, Ltd.