Spatial and Temporal Cusp Structures Observed by Multiple Spacecraft and Ground Based Observations

Downward precipitating ions in the cusp regularly exhibit sudden changes in ion energy distributions, forming distinctive structures that can be used to study the temporal/spatial nature of reconnection at the magnetopause. When observed simultaneously with the Polar, FAST, and Interball satellites, such cusp structures revealed remarkably similar features. These similar features could be observed for up to several hours during stable solar wind conditions. Their similarities led to the conclusion that large-scale cusp structures are spatial structures related to global ionospheric convection patterns created by magnetic merging and not the result of temporal variations in reconnection parameters. The launch of the Cluster fleet allows cusp structures to be studied in great detail and during changing solar wind conditions using three spacecraft with identical plasma and field instrumentation. In addition, Cluster cusp measurements are linked with ionospheric convection cells by combining the satellite observations with SuperDARN radar observations that are used to derive the convection patterns in the ionosphere. The combination of satellite observations with ground-based observations during variable solar wind conditions shows that large-scale cusp structures can be either spatial or temporal. Cusp structures can be described as spatial features observed by satellites crossing into spatially separated flux tubes. Cusp structures can also be observed as poleward-traveling (temporal) features within the same convection cell, most probably caused by variations in the reconnection rate at the magnetopause.     

村镇滑移隔震建筑瞬时摩擦耗能的参数敏感性分析

给出了村镇滑移隔震建筑瞬时摩擦耗能的概念,并以此概念为响应指标。通过极差大小的对比,分析了该响应指标对刚度比、第二阶段刚度系数、隔震层屈服位移、隔震层摩擦系数、系统质量比和上部结构自振周期六个参数变化的敏感程度,阐述了上述系统参数对瞬时摩擦耗能这一响应指标的影响规律。研究表明:场地条件和地震动幅值大小对瞬时摩擦耗能均有显著影响;在所考虑的参数范围内,上部结构自振周期总是对瞬时摩擦耗能有较为显著的影响,摩擦系数对瞬时摩擦耗能的影响跟场地条件有关,Ⅰ类场地条件中摩擦系数对瞬时摩擦耗能影响不显著,而Ⅱ、Ⅲ和Ⅳ类场地条件中,摩擦系数对瞬时摩擦耗能的影响则非常显著;隔震层屈服位移、刚度比和第二阶段刚度系数总得来讲对瞬时摩擦耗能影响不显著,质量比对瞬时摩擦耗能影响居中。     

水利工程震害中土工结构低应力破坏实例分析

实际工程活动与低应力下土石料工程性质密切相关。总结了与低应力条件相关的工程活动,在总结分析以往地震中堤防和坝体滑坡案例的基础上,指出滑坡深度通常小于7 m,其上覆有效应力大多小于100 kPa。在对106组地震液化数据资料分析的基础上,指出地基液化大多发生在上覆有效应力低于100 kPa的低应力条件下。在目前的研究中,通常只关注中、高应力条件下土石料的工程性质。在应用中低应力区的土石料计算参数取值通常与中、高应力条件下获得的强度和变形参数一致,而高、低应力条件下土石料的强度和变形特性是不同的,这种计算参数取值方法的适用性存在疑虑。因此,研究低应力条件下土石料的工程性质,探讨数值计算中低应力条件下土石料计算参数的取值方法,具有重要的工程意义和科学价值。     

Metamorphic and structural evolution of the Early Proterozoic Puolankajärvi Formation, Finland – I. Structural and textural relations

The amphibolite facies Puolankajärvi Formation (PjF) occupies the western margin of the Early Proterozoic Kainuu Schist Belt (KSB) of northern Finland. The lower and middle parts of the PjF consist of turbiditic psammites and pelites and tempestitic semipelites. This report concentrates on the pelitic lithologies which include quartz–two-mica–plagioclase schists with variable amounts of garnet, staurolite, andalusite and biotite porphyroblasts as well as sillimanite and cordierite segregations. The KSB forms a major north–south-trending synclinorium between two Archaean blocks. It contains both autochthonous and allochthonous units and is cut by faults and shear zones. The PjF lies on the western side of the KSB and is probably allochthonous. The formation has undergone six major deformation phases (D₁, D₂, D_3a, D_3b, D₄ and D₅). During D_3a-D₅ the maximum principal stress (σ₁) changed in a clockwise direction from south-west to north-east. Between D₂ and D₃ the intermediate principal stress (σ₂) changed from horizontal to vertical and the interval between D₂ and D₃ marks a transition from thrust to strike-slip tectonics. Relict structures in the porphyroblasts indicate the following mineral growth–deformation evolution in the PjF. (1) Throughout the PjF there was a successive crystallization of garnet (syn-D₁), poryphyroblastic biotite (inter-D_3/4) and staurolite (inter-D_3/4) during the pre-D₄ stage. (2) A syn-D₄-inter-D_4/5 crystallization of kyanite, sillimanite (fibrolite), porphyroblastic tourmaline, magnetite, rutile, cordierite and muscovite–biotite–plagioclase pseudomorphs after staurolite was most localized at and near D₄ shear zones. (3) A syn- to post-D₅ generation of andalusite, ilmenohematite and sheet silicates after staurolite and after cordierite occurred near D₅ faults. The evolution outlined here permits the relative dating of the PjF parageneses, which is used in the second part of the study (Tuisku & Laajoki, 1990), and, together with the knowledge of the pressure–temperature conditions during various growth events, makes it possible to compile pressure–temperature–deformation paths for the PjF.     

Seismic amplifications from offshore to shore

The objective of this study is to determine numerical estimations of seismic amplifications of waves traveling from offshore to shore considering the effect of sea floor configurations. According to the Boundary Element Method, boundary elements were used to irradiate waves and density force can be determined for each element. From this hypothesis, Huygens’ Principle is implemented since diffracted waves are constructed at the boundary from which they are radiated and this is equivalent to Somigliana's theorem. Application of boundary conditions leads to determine a system of integral equations of Fredholm type of second kind, which is solved by the Gaussian method. Various numerical models were analyzed, a first one was used to validate the proposed formulation and some other models were used to show various ideal sea floor configurations to estimate seismic amplifications. Once the formulation was validated, basic slope configurations were studied for estimating spectra of seismic amplifications for various sea floor materials. In general terms, compressional waves (P-waves) can produce seismic amplifications of the incident wave in the order of 2–5. On the other hand, distortional waves (S-waves) can produce amplifications up to 5.5 times the incident wave. A relevant finding is that the highest seismic amplifications due to an offshore earthquake are always located near the shore-line and not offshore despite the seafloor configuration.     

山东三甲金矿床控矿构造特征及深部预测

三甲金矿床位于胶东半岛东部的牟乳金矿带内岔河—三甲断裂的南端,其围岩主要为古老变质岩和昆嵛山花岗岩,为含金石英脉型金矿。本文通过对矿床控矿构造空间形态、活动期次、力学性质以及围岩蚀变等方面的研究,认为三甲金矿主要受控于主断裂,其内不同期次的次级断裂控制了矿体的空间产出位置;控矿断裂至少经历了三期应力改造,早期为压扭兼张扭性的右行剪切变形,中、晚期以张性裂隙为主-形成多金属硫化物石英脉,后期为压扭性裂隙内部充填形成石英+碳酸盐+多金属硫化物。进而总结了矿体在断裂带中分布的规律性。深部地球化学研究表明,三甲金矿的矿石类型、矿石矿物组合具有垂向分带的特征,矿物组合逆向分带与地球化学原生晕所指示的深部成矿叠加相一致。结合矿体在断裂中分布的规律以及原生晕特点,推断三甲金矿在-506m标高以下尚有成矿富集段的存在,此次研究为深部找矿提供了重要的依据。     

琼东南盆地深水区断层垂向输导及成藏模式

In the Qiongdongnan Basin, faults are well developed.Based on the drilling results, the traps controlled two or more faults are oil-rich. However, when only one fault cut through the sand body, there is no sign for hy-drocarbon accumulation in the sandstone. In terms of this phenomenon, the principle of reservoir-forming controlled by fault terrace is proposed, i.e., when the single fault activates, because of the incompressibility of pore water, the resistance of pore and the direction of buoyancy, it is impossible for hydrocarbon to ac-cumulate in sandstone. But when there are two or more faults, one of the faults acts as the spillway so the hydrocarbon could fill in the pore of sandstone through other faults. In total five gas bearing structures and four failure traps are considered, as examples to demonstrate our findings. According to this theory, it is well-advised that south steep slope zone of Baodao-Changchang Depression, south gentle slope zone of Lingshui Depression, north steep slope zone of Lingshui Depression, and north steep slope zone of Baodao Depression are the most favorable step-fault zones, which are the main exploration direction in next stage.     

沁水煤田赵庄矿区地质构造分析与研究

在野外踏勘和室内资料整理分析的基础上,对赵庄矿区物探工作所查明的断层、井下揭露的断层以及野外观测到的断层进行了断层倾角统计和分断距统计对比分析。对矿区范围内井上下的断层和野外实测节理滑动面的发育规律进行了总结。在此基础上,分析了赵庄矿区地质构造体系及其演化规律。     

基于能量原理的钢筋混凝土简体结构抗震性能研究

本文通过能量法研究了钢筋混凝土简体结构的抗震性能。文中采用振型分解法按等效单自由度体系求解简体结构的滞回输入能;用pushover法分析了滞回耗能在结构层间的分布规律及结构自身的耗能能力;根据楼层滞回耗能与弹塑性层间位移的关系求出了薄弱层的弹塑性位移。对一高层钢筋混凝土框架-简体结构在7度罕遇地震下的抗震性能进行了评估,通过与非线性动力时程分析的对比,证明了方法的可行性。     

珠三坳陷阳江凹陷构造特征及其对油气成藏的影响

在对研究区地震资料精细解释的基础上,对原阳江凹陷及其南缘低凸起重新进行了构造单元划分。阳江低凸起北支将原阳江凹陷分隔为阳江东、西两个凹陷,阳江东凹陷可以进一步分为东1洼和东2洼。阳江北断裂是阳江东、西两个凹陷主要的控凹断裂,根据断裂走向拐点和阳江东、西凹陷的分界可以把阳江北断裂划分为3段,分别是西段、中段和东段,西段控制阳江西凹陷,中段控制东1洼,东段控制东2洼。断裂各段活动规律不同,其中断裂中段控制的东1洼的主要活动期在晚始新世和早渐新世,控制文昌组和恩平组的湖相沉积,勘探潜力最好。继承、叠加发育的伸展构造样式是阳江东、西两凹陷的主要构造样式,断层型圈闭和披覆背斜型圈闭是该地区发育的主要圈闭类型。勘探实践表明,垂向运移和近源成藏是阳江东、西两凹陷主要的成藏规律。