台风外围暴雨成因及其增幅的一种动力学机理

通过对9216号台风外围暴雨的诊断分析，发现暴雨是由低层低压气旋流场系统、与高层高压反气刻流场系统以及深厚的饱和湿度层所组成的一种高层抽吸作用所形成。暴雨的增幅原因，是通过台风和东风波系统与风带的低涡低槽系统合并加深后，导致暴雨区上空暖平流因子增强和高层抽吸作用增强所开。最后对预报和研究这类暴雨提出了几点看法。     

端承桩基础轴向地震反应分析

本文对分层弹性地基中端承桩基础通过特性分析建立了合理的力学模型，通过动力分析，给出了端承桩基础轴向自振特性及在竖向地震载荷作用下强迫反应的解析解。文中的解析公式为分层弹性地基中的端承桩基础轴向动力反应分析提供了一种新的解析方法。     

新疆及其邻区强震活动与趋势预测

对１８８０￣１９９３年新疆及邻区７级以上强震活动特征进行了分析讨论，认为研究时段内７级以上强震活动有明显的活跃与平静交替现象。研究时段内的强震活动经历了５个轮回，每个轮回包括一个平静幕和一个活动幕，每个活动幕都有相对的主体活动区，主体活动区和７级以上单个强震都具有沿西昆仑－南天山－北天山－阿尔泰地震带往返迁移的特征。各地震带６级以上地震活动也具有明显的由西南向北东整体迁移的特征，并且这种时、空、强     

Field of vertical crustal deformation in North China and the feature of its dynamic evolution

ＦｉｅｌｄｏｆｖｅｒｔｉｃａｌｃｒｕｓｔａｌｄｅｆｏｒｍａｔｉｏｎｉｎＮｏｒｔｈＣｈｉｎａａｎｄｔｈｅｆｅａｔｕｒｅｏｆｉｔｓｄｙｎａｍｉｃｅｖｏｌｕｔｉｏｎ王若柏，洪汉净，许忠淮，耿世昌，孙东平，韩月萍Ｒｕｏ－ＢａｉＷＡＮＧ；Ｈａｎ－ＪｉｎｇＨＯＮ...     

A Study on the Relationship Between Sequential Anomalies of Water Level Step-Variations in the Wanquan Well and Earthquakes

This paper studies the relationship between water level step-variation anomalies and regional seismic activity.The train of thinking is as follows:First,a series of water level step-variation anomalies are regarded as sequential step-variation anomalies; next,these sequential anomalies are divided into several sub-sequential anomalies according to the temporal density of step-variations in different segments of the sequence; then the generation and evolution processes of various sub-sequential anomalies are analyzed to find their relation with regional moderate-strong earthquake activities,and finally the various sub-sequential anomalies are synthesized as sequential anomalies so as to analyze their relation with the tendency of seismic activities.By the above method,this paper has analyzed the relationship between a series of water level step-variation anomalies at the Wanquan well since 1981 and several regional moderate-strong earthquake activities.According to the monthly frequency,amplitude and tre     

A new theoretical solution of the effect of atmospheric pressure on water level

Based on the partial differential equation governing the effect of atmospheric pressure on water level of confined well, deriving the boundary condition and considering the seepage water between well and aquifer, the author obtained the analytical solution of water level change in time domain under the action of an atmospheric pressure history with the Laplace transform method. This solution is composed of two terms:stable and retarded terms. The stable term is the multiplication of barometric efficiency and simultaneous atmospheric pressure, and it implies the value of water level after infinite time when the atmospheric pressure is a constant from the time in question. The retarded term is the transient process due to the time lag of water exchange between well and aquifer. From the solution, it is obtained that the interference of atmospheric pressure on water level is the integral superimposition of the contribution of all atmospheric pressure changes before the time in question. So that, we further found out the response function of pulsive atmospheric pressure history. Calculation shows: (1) The pulsive response function starts from zero and tends to a steady value, which is proportional to the barometric efficiency, when the time tends to infinity; (2) The retarded time depends on the mechanical property of aquifer and the radius of well. The larger the seepage coefficient, the smaller the radius of well and the thicker the aquifer, then the shorter the retarded time gets. This solution can be used as the theoretical basis for further analysis of the atmospheric effect and practical correcting method in the future.     

Electromagnetic radiation anomalies before moderate and strong earthquakes

Ｅｌｅｃｔｒｏｍａｇｎｅｔｉｃｒａｄｉａｔｉｏｎａｎｏｍａｌｉｅｓｂｅｆｏｒｅｍｏｄｅｒａｔｅａｎｄｓｔｒｏｎｇｅａｒｔｈｑｕａｋｅｓ关华平，刘桂萍Ｈｕａ－ＰｉｎｇＧＵＡＮａｎｄＧｕｉ－ＰｉｎｇＬＩＵ（ＣｅｎｔｅｒｆｏｒＡｎａｌｙｓｉｓａｎｄＰｒｅｄ...     

Field verification of a theoretical model to predict the dynamic response of a soft clay deposit

A 40-m thick clay deposit was subjected to sinusoidal excitations using a foundation block and an eccentric mass type vibrator. The response of the foundation block and the surrounding soil was measured using geophones inside the soil and on the surface. The phase shift between the excitation signal and the response signal, the accelerations of the foundation block and the particle velocities in the soil are compared with those obtained from a frequency-dependent numerical model based on the exact analytical solution for the boundary value problem of a rectangular foundation resting on a linear elastic halfspace.     

房山花岗闪长岩体长石斑晶的数学特征及相带划分

对北京房山花岗闪长岩体中长石斑晶进行了系统测量,测点密度平均4.37个/km~2,测量标志为长石斑晶长轴长度和长石斑晶线含量等。对测得数据进行了分布统计、有序样品最优分割、和趋势变化分析等处理。揭示了长石斑晶在岩体中的分布规律和数学特征,划分了趋势岩相带,从而提出了较为合理的岩相带划分原则。     

岩石在动载作用下的破坏与强度

研究岩石的动载性能,在凿岩爆破上有重要意义。分段式霍布金生杆已应用于研究岩石对波动载荷的效应。作者使用改型的霍布金生杆法对岩石试件在动载下的破坏强度作了试验研究。冲击试验台配合微处理机作高速数据显示与处理,借助应力波在弹性杆中的一维理论对数据进行解释。测定了多种岩石静载与动载的强度,并对岩石试件尺寸及加载速率的影响也作了试验。