山西断陷带地热特征与地震活动性

山西断陷带是我国著名的地震活动带之一,其地震活动频繁,强度大,震源浅,破坏性严重。山西断陷带地热场特征:各断陷盆地内部大地热流值或地温梯度值都比较高,吕梁山隆起区和太岳山丘陵区则比较低。提出清徐、临汾、蒲县、柳林四个地区的地壳、上地幔热结构,分别计算沉积岩层、花岗岩质层和玄武岩质层底部的温度和热流值。采用逐步逼近法计算浮山—临汾—蒲县剖面二维岩石圈地温结构。并用断陷盆地内的临汾、吕梁山隆起区的柳林、太岳山隆起区的沁源地区的大地热流值推导其岩石圈厚度和底部温度。地热异常影响着地震的孕育和发生,重点探讨了地球内热与地震孕育和发生的内在联系。     

首都圈断层活动性研究

本文分析了首都圈47处监测断层活动性的大地形变测点资料,给出了各处断层现今活动情况及速率。研究认为,首都圈现今应力场受华北区域应力场的支配,活动剧烈的断层主要有:沿河城—南口山前断层、八宝山—黄庄—高丽营断层、南口—孙河断层;1987年之后断层活动平均速率上升到0.40mm/年,应力场处于加强过程;应力集中地段在黄庄—高丽营断层北端、沿河城—南口山前断层北端,狼山断层、怀来—涿鹿北缘断层近年活动剧烈,其北端也是应力加强地区;构造运动的活跃与地震活动同步,目前构造运动继续处于活跃状态。上述应力集中地段的地震危险性应予以重视。     

On the propagation of an in-plane shear fault with super-S-wave velocity

The speedv, especially the problem whether super S-wave velocity in the classical model (linear elasticity fracture mechanics) exists, of spontaneous propagation of a shear fault is investigated theoretically. An in-plane shear crack propagating in the crack plane is taken as the model of the shear fault. The results obtained firstly by Kostrov (1975) is extended from sub-Rayleigh wave velocity to super S-wave velocity, and the analytical expression for the stress intensity factorK ₂ in the case ofα>v>β is derived. It is proved that for Poisson mediumK ₂ is positive and real in the velocity range (β, 1.70β). This demonstrates that (β, 1.70β) is the velocity range which fulfils the conditions for spontaneous crack propagation. The existence, convergence and positiveness or negativeness ofK ₂ forv in individual sections are examined, and it is found that for an in-plane shear crack: 1. There are three sections forv, i.e., [0.v _R], (β, 1.70β), andα, respectively, and 2. There are two physically reasonable sections forv, the first is [v _R, β], and the second is [1.70β, α]. These two forbidden sections behave as barriers to fault propagation. The analytical expressions derived in this paper are not only suitable to classical model, but also to the other derivative models (e. g., the slip-weakening model and the renomalization model etc.). The model considered in this paper is more realistic than the static model employed by previous authors. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica, 15, 9–14, 1993.     

Numerical analysis model of horizontal displacement of active faults

In this paper, a numerical model was presented for interpreting the movement feature of an active fault zone. This model was based on the analytic solution, given by Crouch (Crouch, 1976), for the problem of displacement discontinuity in an infinite elastic solid, making full use of geodetic and geological data and it was constructed by the boundary element method. A numerous test computation shows that if you want to catch the possible seismic precursor from the displacement’s vector, you have to associate the computation with geological survey in a deep going way, otherwise you would fail in your propose. This method is valid for analysing the zone of strike-slip fault and it has some values for dealing with other analogous problems. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,15, 153–158, 1993.     

A new area for earthquake resistant engineering: the control of seismic responses of structures

This paper summarizes the origin and idea of the control of civil engineering structures and reviews the state-of-the art of recent advances in structural control both theoretically and technologically. The prospects for structural control and key research objects to remain to be solved are put forward at last. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,15, 375–380, 1993.     

山西侯马—河津一带西汉初期的强烈地震

1989年至1987年间,在国家地震局招标合同项目《全新世古地震的研究方法和确定标志》工作中,笔者在山西省侯马至河津一带,发现了大规模地震断层和许多古地震遗迹。本文就是在此基础上,对黄土中的古地震遗迹进行了总结,分析研究了古地震的分布和特征,讨论了侯马至河津一带西汉初期强震的规模和震中。     

马边地震带发震构造背景的初步研究

北北西向的马边－盐津隐伏深断裂是马边地震带形成的主要条件，尤其被东西向甘洛－沐川深断裂和盐津－叙永深断裂转限的段落是强震多发段。地壳表层有北北西向马边－盐津断裂组和地面微隆起带，但地表断裂与陷伏深断裂并不连通，且地表断裂走向与结构复杂多变，这是造成马边地震带强震地面破坏效应及地震影响场特点的基本原因。     

辽宁核电站温坨子厂址东岗断裂活动性研究

本文在综合地质、地貌、地形变、地震、物探和年代测定等资料的基础上，对东岗断裂的活动性进行了全面分析。所得结果表明，东岗断裂性在中更新世时期有过两期活动，但自晚更新世（１０万年）以来没有活动，故可鉴定为非能动性断裂。     

准时间可预报复发行为与断裂带分段发震概率估计

反不确定性引入“时间可预报模式”，可将一次地震之后的平静时间表示成与这次地震位错量在小呈正相关的随机变量。称这种带有不确定性的地震原地复发行为为“准时间可预报行为”。对于历史地震资料，准时间可预报复发行为可由地震后平静时间的对数与地震烈度的回归方程。文中给出了估计一条枯断裂带不同段落以上一次地震烈度值为背景的平均复发时间间隔的方法，以及可用 于对未来地震潜势进行不确定评价的实时概率模型，并以鲜水河     

2011年日本MW9.0地震对沂沭断裂带及其两侧地区地壳运动的同震影响研究

2011年日本M_W9.0地震（简称日本地震）后沂沭断裂带及其两侧地区地震活动显著增强,研究日本地震对该地区地壳运动及地震潜势的影响十分必要.为此,本文通过112个连续GPS观测站获取了研究区高空间分辨率的日本地震同震形变场并得到如下认识：（1）8个定点地球物理观测的同震响应验证了本文同震形变场的可靠性;日本地震的东向拉张使研究区整体上处于张性同震应变状态,但存在局部挤压区域,其中莱州湾至海州湾的挤压条带穿过沂沭断裂带并对断裂带南北两段产生了不同的同震作用,对南段具有拉张作用,对北段产生挤压作用;（2）同震形变场在鲁东隆起和鲁西断块产生了显著的剪应变,地震b值显示上述区域的构造应力在日本地震后增强,因此同震形变场可能改变了这些区域的应力特征;（3）地震矩张量叠加分析显示,同震形变场短期内对鲁西断块、鲁东隆起区和沂沭断裂带南段累积了地震矩,可能有助于上述区域在日本地震以后的地震活动增强;日本地震对沂沭断裂带北段的地震矩具有释放作用,或许是该区域地震活动减弱的原因.