小区域地震预测的新方法

本文应用动态系统时间连续模型建立的新方法（ＤＭ（ｎ，ｈ）模型），通过对唐山老震区ＭＬ＞４．７级地震的建模，讨论ＤＭ（ｎ，ｈ）模型对唐山老震区晚期强余震预测的可行性。并比较了ＤＭ（ｎ，ｈ）模型与ＧＭ（ｎ，ｈ）模型，发现ＤＭ（ｎ，ｈ）模型优于ＧＭ（ｎ，ｈ）模型，同时，给出了唐山老震区晚期强余震的预报结果。     

大同铁路分局地裂缝带的三维构造特征及其成因分析

通过实地考察、槽探和浅层地震探测等手段以及对地质构造和地下水超采环境的分析，详细地研究了大同铁路分局地裂缝带的三维构造特征，指出现今处于发展中的地裂缝带是由东向西扩展的，扩展速率为２６０～５２０ｍ／ａ，地裂缝带两侧的差异升降运动速率达２２．１～２４．４ｍｍ／ａ，主地裂缝带的水平拉张速率约１．１１～１１．６ｍｍ／ａ，垂直错动速率０．２～８．５７ｍｍ／ａ，左旋错动速率１．８７～３．５７ｍｍ／ａ。地裂缝带的活动方式为无震蠕滑型，扩展中的地裂缝是一种无震的地质灾害     

BALLOON-BORNE MEASUREMENTS OF AEROSOL VERTICAL DISTRIBUTIONS OVER BEIJING DURING THE SUMMER AND AUTUMN OF 1993

The results of two balloon soundings during the summer and autumn of 1993 from the Xianghe Observation Station are being utilized in a study of the temporal and spatial distribution of the atmospheric aerosols.The balloon,gondola,instrumentation and atmospheric conditions during the observation period are described.The temporal and spatial characteristics of aerosol concentration,size ratio,mixing ratio,and size distribution for both troposphere and strato-sphere are presented and analyzed.     

湖北宜昌石板溪金矿区断层空间结构及其控矿规律研究

断层空间结构包括变形结构和几何结构两部分。本文在解析石板溪金矿区主要断层变形结构和几何结构的基础上，探讨了其空间结构模式和控矿规律。     

1812年3月8日新疆尼勒克8级大震

1812年3月8日新疆尼勒克县发生的8级大震造成了极强烈的地表形变,产生了长达65公里的地震断裂带,其垂直位移可达10米,右旋水平位移在1.5米以上。极震区有多处构造塌陷、滑坡和崩塌,巨型塌陷的面积达2平方公里,滑坡体后缘最宽可达2公里,震中烈度110度强。本文根据现场考察及对航片的研究,结合历史记载勾绘了这次地震的烈度等震线,对地震的震级、震中位置、震源深度、地震矩、应力降和震源机制解等进行了计算和讨论,并对发震的地质构造背景进行了初步的探讨。     

南极长城站夏季哨声的观测与分析

在中国首次南极考察期间,我们对哨声和VLF发射进行了37天的连续观测。本文首先对观测设备作了介绍,在对观测资料进行统计分析的基础上就哨声类型、发生率、色散特征等作了描述,然后重点对磁暴期间两天的哨声活动作了较细致的分析,并由此推求出其传播途径上的电子浓度变化。观测到了磁暴期间等离子体层的倒空现象和其后的回填过程。计算表明,倒空的速率为10⁹el/cm²·s,向上的回填通量为5x10⁸ el/cm²·s。     

可变网格的有限单元分析在边坡稳定计算中的应用

本文在非线性有限单元法的基础上，引进八节点的狭长单元来描述边坡中的滑动面，同时对于有限元单元网格可调节点坐标进行变更形成新的网格，于是利用原有基本网格架，通过多次有限元分析求出边坡中可能滑动面的稳定系数曲线Ｋ＝ｆ（），并进而确定最危险的滑动面，在此基础上开展一系列稳定分析工作。     

Passive seismic response controlled high-rise building with high damping device

This paper describes a feasibility study on a high-damping device (HiDAM) installed in a building structure by way of a bracing mechanism. A seismic response analysis with respect to a high-rise building approximately 100 m high is reported. Proper adjustment of the damping coefficient of the HiDAM (oil damper) provided an over all damping factor of about 10–20 per cent to the building structure, and reductions in the response, deformation and shear forces were verified analytically. This paper reports also the performance confirmation tests conducted on a model device of the HiDAM which satisfied the specifications determined from the analytical results. The test results demonstrate the feasibility of the HiDAM and the possibility of utilizing it in high-rise buildings.     

Field survey of the 1994 Mindoro Island,Philippines tsunami

This is a report of the field survey of the November 15, 1994 Mindoro Island, Philippines, tsunami generated by an earthquake (M=7.0) with a strike-slip motion. We will report runup heights from 54 locations on Luzon, Mindoro and other smaller islands in the Cape Verde passage between Mindoro and Luzon. Most of the damage was concentrated along the northern coast of Mindoro. Runup height distribution ranged 3–4 m at the most severely damaged areas and 2–4 in neighboring areas. The tsunami-affected area was limited to within 10 km of the epicenter. The largest recorded runup value of 7.3 m was measured on the southwestern coast of Baco Island while a runup of 6.1 m was detected on its northern coastline. The earthquake and tsunami killed 62 people, injured 248 and destroyed 800 houses. As observed in other recent tsunami disasters, most of the casualties were children. Nearly all eyewitnesses interviewed described the first wave as a leading-depression wave. Eyewitnesses reported that the main direction of tsunami propagation was SW in Subaang Bay, SE in Wawa and Calapan, NE on Baco Island and N on Verde Island, suggesting that the tsunami source area was in the southern Pass of Verde Island and that the wave propagated rapidly in all directions. The fault plane extended offshore to the N of Mindoro Island, with its rupture originating S of Verde Island and propagating almost directly south to the inland of Mindoro, thereby accounting for the relatively limited damage area observed on the N of Mindoro.     

浙东南碰撞造山带的岩石磁组构及其构造意义

对浙江东南碰撞造山带龙泉等地的岩石磁组构测试，显示了普遍具优势取向的最小磁化率主轴方向，由此所揭示的ＮＷ－ＳＥ方向的主压应力与侏罗纪以后该地区的推覆构造所揭示的主压应力方向一致．结合已发表的邻近地区的古地磁、同位素年龄等资料，认为该地区应属中生代碰撞造山带，龙泉群的变质年龄也与此相当．