The calibration of measuring equipment for the observation of seismo－electromagnetic emission

Ｔｈｅｃａｌｉｂｒａｔｉｏｎｏｆｍｅａｓｕｒｉｎｇｅｑｕｉｐｍｅｎｔｆｏｒｔｈｅｏｂｓｅｒｖａｔｉｏｎｏｆｓｅｉｓｍｏ－ｅｌｅｃｔｒｏｍａｇｎｅｔｉｃｅｍｉｓｓｉｏｎＱｕａｎ－ＸｉＺＨＡＮＧ（张全喜），Ｘｉｎ－ＭｉｎＬＩ（李新民）ａｎｄＭｉｎｇ－Ｃａ...     

Tomographic determination of 3－D crustal structure──Joint inversion of explosion and earthquake data

Ｔｏｍｏｇｒａｐｈｉｃｄｅｔｅｒｍｉｎａｔｉｏｎｏｆ３－Ｄｃｒｕｓｔａｌｓｔｒｕｃｔｕｒｅ──Ｊｏｉｎｔｉｎｖｅｒｓｉｏｎｏｆｅｘｐｌｏｓｉｏｎａｎｄｅａｒｔｈｑｕａｋｅ　ｄａｔａＸｉａｎ－ＫａｎｇＺＨＡＮＧ（张先康）；Ｚｈｕｏ－ＸｉｎＹＡＮＧ（杨卓...     

Research on inversion of average stress field by genetic algorithms

ＲｅｓｅａｒｃｈｏｎｉｎｖｅｒｓｉｏｎｏｆａｖｅｒａｇｅｓｔｒｅｓｆｉｅｌｄｂｙｇｅｎｅｔｉｃａｌｇｏｒｉｔｈｍｓＸＩＮＧ－ＸＩＮＤＵ（杜兴信）ＨＵＩ－ＬＩＮＧＺＨＡＮＧ（张惠玲）ＸＩＵ－ＬＩＮＧＬＵ（鲁秀玲）ＣＨＵＮ－ＳＨＥＮＧＺＨＡＮＧ（张春生...     

The application of seismic data with different precision in the determination of seismicity parameters

ＴｈｅａｐｐｌｉｃａｔｉｏｎｏｆｓｅｉｓｍｉｃｄａｔａｗｉｔｈｄｉｆｆｅｒｅｎｔｐｒｅｃｉｓｉｏｎｉｎｔｈｅｄｅｔｅｒｍｉｎａｔｉｏｎｏｆｓｅｉｓｍｉｃｉｔｙｐａｒａｍｅｔｅｒｓＸｕｅ－ＳｈｅｎＪＩＮ（金学申）；Ｙｉｎｇ－ＨｕａＤＡＩ（戴英华）；Ｊｕ...     

Identification method of weak seismic phases on the basis of wavelet packet trans-form

Ｉｄｅｎｔｉｆｉｃａｔｉｏｎｍｅｔｈｏｄｏｆｗｅａｋｓｅｉｓｍｉｃｐｈａｓｅｓｏｎｔｈｅｂａｓｉｓｏｆｗａｖｅｌｅｔｐａｃｋｅｔｔｒａｎｓ－ｆｏｒｍＸＩ－ＱＩＡＮＧＬＩＵ１）３）（刘希强）ＨＵＩ－ＬＡＮＺＨＯＵ１）（周惠兰）ＺＨＩ－ＺＨＥＮＺＨＥＮＧ...     

Effects of magnitude accuracy and complete－ness data on seismic hazard parameters

Ｅｆｆｅｃｔｓｏｆｍａｇｎｉｔｕｄｅａｃｃｕｒａｃｙａｎｄｃｏｍｐｌｅｔｅ┐ｎｅｓｄａｔａｏｎｓｅｉｓｍｉｃｈａｚａｒｄｐａｒａｍｅｔｅｒｓＨＵＩ－ＣＨＥＮＧＳＨＡＯ（邵辉成），ＪＩＡ－ＳＨＵＸＩＥ（谢家树），ＰＩＮＧＷＡＮＧ（王平）ａｎｄＹＡ－Ｘ...     

Random process simulation of strong ground motion

ＲａｎｄｏｍｐｒｏｃｅｓｓｓｉｍｕｌａｔｉｏｎｏｆｓｔｒｏｎｇｇｒｏｕｎｄｍｏｔｉｏｎＸｉｕ－ＬｉＤＵ；ＸｉａｏＨＵａｎｄＨｏｕ－ＱｕｎＣＨＥＮ（杜修力，胡晓，陈厚群）（ＩｎｓｔｄｕｔｅｏｆＷａｔｅｒＡｂｓｔｒａｃｔ：Ｔｈｅｓｔａｔｅ－ｏｆ－ａｒｔｏ...     

Process of source dynamics of the Jingtai earthquake (M=6. 2 )

ＰｒｏｃｅｓｓｏｆｓｏｕｒｃｅｄｙｎａｍｉｃｓｏｆｔｈｅＪｉｎｇｔａｉｅａｒｔｈｑｕａｋｅ（Ｍ＝６．２）Ｘｕｅ－ＢｉｎＤＵ（杜学彬）；Ｚｈｉ－ＤｅＹＡＮ（闫志德）ａｎｄＭｉｎｇ－ＷｕＺＯＵ（邹明武）（ＥａｒｔｈｑｕａｋｅＲｅｓｅａｒｃｈＩｎｓｔｉｔｕ...     

The Rigid body of Paleo－continent in the crust of Taiwan and the recent plate movement

ＴｈｅＲｉｇｉｄｂｏｄｙｏｆＰａｌｅｏ－ｃｏｎｔｉｎｅｎｔｉｎｔｈｅｃｒｕｓｔｏｆＴａｉｗａｎａｎｄｔｈｅｒｅｃｅｎｔｐｌａｔｅｍｏｖｅｍｅｎｔＧａｎｇ－ＸｉａＬＩＵ（刘光夏），Ｗｅｎ－ＪｕｎＺＨＡＯ（赵文俊）Ｗｅｎ－ＪｕＲＥＮ（任文菊）ａｎｄＸｉｕ...     

Velocity structure of the crust and upper mantle in Xingtai earthquake region and its adjacent area

ＶｅｌｏｃｉｔｙｓｔｒｕｃｔｕｒｅｏｆｔｈｅｃｒｕｓｔａｎｄｕｐｐｅｒｍａｎｔｌｅｉｎＸｉｎｇｔａｉｅａｒｔｈｑｕａｋｅｒｅｇｉｏｎ　ａｎｄ　ｉｔｓａｄｊａｃｅｎｔａｒｅａＺｈｉ－ＰｉｎｇＺＨＵ；（祝治平）Ｘｉａｎ－ＫａｎｇＺＨＡＮＧ；（张称康）Ｙｕ...     

Mechanical analysis of en echelon structure and its significance of controlling earthquakes

The paper deals with the mechanical origin and rules ofen echelon folds and their secondary fractures by means of elastic stability theory and nonlinear fracture criterion. Obtains the quantitative relations amongen echelon angles ofen echelon folds, ratios of boundary stresses anden echelon pitches of shear zone under an action of general boundary forces (tension shear, pure shear or compression shear). As an applied example, the paper researches the displacement field, stress field, distortion energy distribution, state of secondary fractures and energy released by fracturing ofen echelon fold structure developed at the east foot of Taihang Mountain. The results of research show that maximum principal (compressive) stresses, maximum shear stresses, high value area of distortion energy are in the nuclear parts ofen echelon folds. In these parts compressive fractures were easily developed in approximately parallel with fold axis. So it is verified that the secondary fracture ofen echelon folds is a mechanism controlling a strong earthquake.     

Mechanical analysis ofen echelon structure and its significance of controlling earthquakes

The paper deals with the mechanical origin and rules ofen echelon folds and their secondary fractures by means of elastic stability theory and nonlinear fracture criterion. Obtains the quantitative relations amongen echelon angles ofen echelon folds, ratios of boundary stresses anden echelon pitches of shear zone under an action of general boundary forces (tension shear, pure shear or compression shear). As an applied example, the paper researches the displacement field, stress field, distortion energy distribution, state of secondary fractures and energy released by fracturing ofen echelon fold structure developed at the east foot of Taihang Mountain. The results of research show that maximum principal (compressive) stresses, maximum shear stresses, high value area of distortion energy are in the nuclear parts ofen echelon folds. In these parts compressive fractures were easily developed in approximately parallel with fold axis. So it is verified that the secondary fracture ofen echelon folds is a mechanism controlling a strong earthquake.     

雁列断层变形过程中的声发射特征

对拉张型、挤压型雁列断层变形过程中岩桥区和主断层上的声发射特征进行了对比研究，结果表明，雁列断层变形中的声发射对应着多种机制：拉张型雁列岩桥区的声发射为单一事件组成，波振幅小、持续时间短、主频高、震源机制为张裂型；挤压型雁列岩桥区的声发射也是单一事件，波振幅较大、持续时间短、主频较低、震源机制为双剪型；而雁列主干断层上的声发射由多事件组成，波振幅大、持续时间长、主频低、震源机制与挤压型雁列岩桥区的声发射机制不同。这些特点与各区域所处力学状态有关     

The stress field and rupture feature in compound model containing typical cracks system and hard-inclusion

IntroductionMet(1995,1996)presentedhard-inclusionearthquakepreparationmodebasingonintraplatemacroseismicityandtempo-spatialevolutioncharacteristicsofprecursoryabnormalfieldssuchasseismicitygapandhighQvalueappearinginawideareaaroundepicenterbeforestrongearthquakes.Somedeepstructure,mechanicalanalysisandrockmechanicaltestconcernedhaveprovidedsupportingevidenceforthemode.Oneofthemostimportantachievementsofmodernseismologyisconfirmingthatearthquakes(especiallyforshallowfocusshocks)causedbyfaultext…     

雁列构造的几何及其应力场的数值模拟

用数值模拟方法研究了几何、力学条件不同的雁列构造模型的应力场,探讨了几何参数对应力场的影响。模拟结果表明,在几何参数不同的情况下,雁列构造中局部断层扩展引起的应力扰动场会对相邻构造产生作用。围绕断层扩展部位剪应力增量场呈八瓣式分布,平均应力增量场呈四象限分布。在较小范围内同时存在几个断层扩展区的情况下,围绕这个弱化区仍可形成上述增量场图案     

An experimental study on variation of b value during deformation of rock samples with different structural models

Introduction Analyses of the b value in the frequency-magnitude relation (Gutenberg & Richter curve, G-R curve), lgN=a?bM, is one of important methods for earthquake prediction. It is often used to study the state of tectonic deformation and regional stress field. Many studies on the b value have been made in aspects of seismicity, experimental modeling (acoustic emission) and theory (Mogi, 1962; Scholz, 1968; LI et al, 1978; MA, 1978; CHEN, 1977; GENG, 1986; DU and MA, 1986; CAI et…     

雁列式断层变形过程中物理场演化的实验研究（二）

在双轴压缩条件下对由挤压型和拉张型雁列式断层组合而成的复杂雁列断层系变形过程中声发射、断层位移及应变的时空演化进行了实验研究，结果表明，复杂雁列式断层系的变形过程及相应的物理场演化并非是两种雁列式断层的简单叠加，而是包含着它们之间的相互作用。能量较强的声发射事件成核部位主要集中在应力水平较低的张性雁列区附近的主于断层上，而不是应力水平较高的压性雁列区，但这种事件发生的时间则明显受控于压性雁列区的变形过程     

识别断层活动和失稳的热场标志——实验室的证据

利用一套双向伺服系统对含压性和张性雁列断层的标本进行变形实验,实验中应用红外热像仪和接触式测温仪同步记录岩石变形过程中热红外辐射的亮度温度场和温度场的变化;使用数字CCD相机同步采集标本表面的数字图像,并利用数字散斑方法对采集到的图像进行分析得到位移场和应变场的演化过程。实验结果表明:1)在断层贯通前压性雁列岩桥区温度最高,而张性雁列岩桥区温度最低;数字散斑结果显示压性岩桥区平均应变最高,而张性岩桥区平均应变最低。温度场对两类雁列断层在岩桥区相反的受力状态有清晰的响应,可以为判断断层应力状态提供标志。2)雁列断层经历了从岩桥区应力积累、破坏到断层失稳错动两个变形阶段,升温机制也由应变升温变为摩擦升温;伴随升温机制的转变,在岩桥区观测到断层失稳错动前的破坏降温、温度快速起伏以及升温脉冲等现象,是观测失稳前兆的最佳部位。3)在雁列岩桥区裂纹端点附近观测到升温脉冲,表现为温度快升快降,随后即出现断层带的快速升温。升温脉冲现象可能与裂纹端部的应力奇异集中和破裂扩展引起的应力释放有关。裂纹端部的扩展是断层失稳错动的条件,随后断层带的升温正是断层失稳错动造成的。断层带开始升温发生在失稳前2～3s内,岩桥区的降温发生在失稳     

不连续剪切带尾端张、压性效应有限元模拟及其构造特征的研究

本文利用二维有限元方法计算了由一条、二条和三条不连续的羽列断层组成的多组剪切破裂带模型。研究表明,不连续剪切破裂带在运动学性质上与单一剪切断层相类似,存在着作为剪切破裂带整体尾端的张、压性四象限分布的现象,它们是强相互作用的岩桥区物质发生变形弱化,剪切破裂带两侧块体作相对运动在尾端的调整产物;岩桥区的构造力学性质和物质的材料力学参数是影响剪切破裂带尾端张、压性区应力集中程度和范围大小的两个重要因素。最后结合实例讨论了张、压性区的构造特征和破裂方式     

雁列式断层变形过程中物理场演化的实验研究（一）

在双轴压缩条件下对挤压型和拉张型雁列式断层变形破坏过程中声发射、断层位移及应变场的时空演化进行了实验研究。研究表明，两类雁列式断层具有类似的变形破坏过程，即前期以雁列区的破裂贯通为主，后期以沿断层的滑动为主。但挤压型雁列区内可积累较高的应变能，有较强的应变释放和声发射活动，雁列区对滑动始终起着阻碍作用；而拉张型雁列区内难以产生快速的应变释放和较强的声发射活动，雁列区对后期的滑动也无明显的阻碍作用。两类雁列区贯通所引起的失稳均有明显的前兆，而在随后滑动过程中失稳前兆的出现，取决于断层不同部位或段落之间是否有应变传递