一种新的六自由度测量方法

针对空间中运动目标的六自由度测量,在研制的新型光笔基础上提出了一种六自由度测量方法。该方法既可以对目标进行六自由度测量,也可以进行单点测量。测量前,只要将光笔安装于被测目标上,利用激光跟踪仪技术和视觉测量技术分别获取光笔的位置和姿态;再将其位置与姿态融合于激光跟踪仪坐标系下的目标六自由度测量值。文中描述了六自由度测量系统的基本原理,并推导了测量系统中涉及到的关键算法。实验结果表明,该方法六自由度测量精度达到国外同类产品水平,基本满足高精度六自由度测量的需要。     

冈瓦纳大陆边缘罗斯运动的岩浆活动时代:来自北维多利亚地松散沉积物锆石年龄的证据

横穿南极大陆中部的横贯南极山脉是早古生代时期古太平洋向东冈瓦纳活动大陆边缘俯冲形成的罗斯造山带,该阶段的地层沉积、变形变质以及花岗质岩浆侵入代表了罗斯运动的演化过程。由于岩浆活动与沉积地层和变形变质在时代上存在明显差异,罗斯运动的时代仍缺乏精确的限定。通过采集北维多利亚地难言岛地区冰碛物和海岸沉积物中的松散砂砾石样品,并进行碎屑锆石U-Pb测年得出:4件不同粒径的冰碛物和海岸沉积样品中的碎屑锆石年龄峰谱具有单一峰谱的特征,年龄区间为2443~323 Ma,主要集中于530~450 Ma之间,峰值年龄约为485 Ma;锆石Th/U比值均大于0.1,而且以＞0.4为主,其CL图像也具有明显的振荡环带,稀土元素特征主体具有岩浆锆石的特征,反映了样品物源区岩浆活动的时代特征。碎屑锆石年龄组成与周缘地区岩浆活动和陆内变形以及沉积地层时代基本一致,表明北维多利亚地及其周缘地区在罗斯运动晚期陆内变形阶段的岩浆活动应持续至450 Ma,这可能代表了罗斯运动结束的时代,该结果为冈瓦纳大陆边缘罗斯运动的构造演化过程提供了新的约束。      

责任主编致读者:新构造与环境

“新构造”是1948年由前苏联地质学家奥布鲁契夫(B.A.Обручев)首次引入到地质学与地貌学中,本意指“新近纪以来各类地壳运动所形成的构造及其在现今地表的各种表现”。在1984年由英国地质学家汉考克(P.L.Hancock)和威廉姆斯(G.D.Williams)共同召集的“新构造国际会议”上,进一步将其明确为“现今构造应力场及构造地貌格局形成以来所发生的构造运动”。由于新构造运动和现今正在进行的板块运动、断裂活动、褶皱变形、地块升降及拱曲掀斜、地震与火山等地质过程,以及伴生的地面沉降、崩塌滑坡灾害、海平面变化、河口变迁、地热与温泉、地下水活动、热液成矿、油气运移与赋存等资源环境效应密切相关,它不仅是研究大陆动力学理论研究的重要内容,更是关系到国民经济社会发展中的国土空间规划、环境保护、能源资源开发利用、重大基础设施规划建设、灾害防御和地震预测等众多领域。     

Analytical investigations of seismic responses for reinforced concrete bridge columns subjected to strong near-fault ground motion

Strong near-fault ground motion, usually caused by the fault-rupture and characterized by a pulse-like velocity- wave form, often causes dramatic instantaneous seismic energy (Jadhav and Jangid 2006). Some reinforced concrete (RC) bridge columns, even those built according to ductile design principles, were damaged in the 1999 Chi-Chi earthquake. Thus, it is very important to evaluate the seismic response of a RC bridge column to improve its seismic design and prevent future damage. Nonlinear time history analysis using step-by-step integration is capable of tracing the dynamic response of a structure during the entire vibration period and is able to accommodate the pulsing wave form. However, the accuracy of the numerical results is very sensitive to the modeling of the nonlinear load-deformation relationship of the structural member. FEMA 273 and ATC-40 provide the modeling parameters for structural nonlinear analyses of RC beams and RC columns. They use three parameters to define the plastic rotation angles and a residual strength ratio to describe the nonlinear load- deformation relationship of an RC member. Structural nonlinear analyses are performed based on these parameters. This method provides a convenient way to obtain the nonlinear seismic responses of RC structures. However, the accuracy of the numerical solutions might be further improved. For this purpose, results from a previous study on modeling of the static pushover analyses for RC bridge columns (Sung et al. 2005) is adopted for the nonlinear time history analysis presented herein to evaluate the structural responses excited by a near-fault ground motion. To ensure the reliability of this approach, the numerical results were compared to experimental results. The results confirm that the proposed approach is valid.     

Mesoproterozoic Earthquake Events and Breakup of the Sino-Korean Plate

In the Mesoproterozoic time, the northern part of the Sino-Korean Plate experienced a period of intensive tectonic extension and breakup. 1. An abundance of sedimentary earthquake records is preserved in the Chuanlinggou, Tuanshanzi and Gaoyuzhuang formations in the Mesoproterozoic Changcheng System （1800-1400 Ma） and in the Mesoproterozoic Wumishan Formation of the Jixian System （1400-1000 Ma）. These earthquake records are characterized by various liquefied sand-veins, carbonate microspar and coarser spar veins, limestone dikes, liquefied breccia and various forms of liquefied contorted bedding. This deformation is always associated with synsedimentary faults and igneous activity. 2. Three liquefaction models for soft carbonate sediments are recognized, including liquefaction in laminated carbonate rocks, liquefaction in thin-bedded carbonates and large-scale liquefaction along huge carbonate dikes. 3. Based on the record of earthquake and volcanic activities, the Sino-Korean Plate experienced at least twice intraplate breakups. One occurred between 1800-1400 Ma, and the other occurred at about 1200 Ma. The last breakup resulted in formation of the Yan-Liao aulacogen, a tectonic zone characterized by deeper material vibrancy, active faults, major igneous activity and frequent earthquakes.     

Spar风电平台涡激运动特性研究

本文研究了无侧板单立柱Spar风电平台在不同约化速度(U_r)下的涡激运动特征。基于计算流体动力学进行数值模拟,采用剪应力运输(Shear Stress Transport, SST)k-ω湍流模型模拟漩涡脱落,通过自编动力积分程序和重叠网格实现涡激运动的实时流固耦合,对U_r为2～14时的平台涡激运动响应进行计算,分析涡激运动模式随U_r演变的规律,定性分析物理模型试验不满足雷诺数(Re)相似对涡激运动结果的影响。结果显示：平台分别在U_r=3.5～4.5和U_r=5～10时发生了纵荡和横荡锁频;物理模型试验不满足Re相似,高估了平台所受的黏性力。通过数值计算得出的平台涡激运动特性可为Spar风电平台相关设计分析与试验提供参考。     

基于GPS的青藏块体东北缘近期地壳水平运动与变形研究

以"中国地壳运动观测网络"工程1999-2001年GPS观测数据以及"大陆强震机理与预测"国家基础研究项目青藏块体东北缘GPS网1999,2001,2003年的观测资料为基础,应用GAM IT/GLOBK软件对数据进行精密解算,获得了青藏块体东北缘1999-2001年相对于鼎新基准站以及欧亚板块的水平运动速度场。结合板块构造以及大地动力学理论,对青藏块体进行了块体的划分,分析了块体间的相互作用,并进一步分析了该地区的地壳水平运动特征,得出了以下结论:(1)GPS技术用于地壳运动的监测是可行的;(2)1999-2001年期间,祁连-海原断裂带GPS运动位移与地质结果十分吻合;(3)印度板块与欧亚板块的碰撞以碰撞后印度大陆继续以50 mm/a的速度向北推进是青藏块体东北缘的运动动力;(4)甘青块体西部子块体以北东向挤压运动为主;东部子块体主要表现为以海原断裂带为北边界的顺时针旋转为主;(5)鄂尔多斯块体存在逆时针旋转运动,其旋转速度在块体西南侧的六盘山断裂带一带最大,向北至块体西北部明显减小。     

Submarine canyons on the north of Chiwei Island:influenced by recent extension of the southern Okinawa Trough

Based on new multibeam bathymetric data and about 300 km long single seismic profiles, three topographic units were identified： the canyons, fractural valley and submarine terrace on the north of Chiwei Island where is a structural transition zone between the southern trough and the middle trough. The Chiwei Canyon and the North Chiwei Canyon are two of the largest canyons in the East China Sea （ECS） slope. Topographic features and architectures of them are described. The study shows that both of them are originated along faults. The evolution and spatial distribution of topographic units in the study area are controlled mainly by three groups of faults which were formed and reactive in the recent extensional phase of Okinawa Trough. The Chiwei Canyon was initia- ted during the middle Pleistocene and guided by F4 that is a N--S trending fault on the slope and F1, a large NW--SE trending fault on the trough. The pathway migration from the remnant channel to the present one of Chiwei Canyon is the result of uplift of tilted fault block that is coupled to the recent extension movements of the southern trough. The submarine terrace is detached from the ECS slope by the NEE -trending fault. The North Chiwei Canyon, developing during the late Pleistocene, is guided by FS, a N-S trending fault, diverted and blocked by the submarine terrace.     

沟道偏转地形对滑坡碎屑流运动的影响研究

在沟谷地形中,滑坡碎屑流的运动常受到地形的影响,导致其运动方向发生改变,进而影响到滑坡运动速度和堆积特征。本文利用三维离散元素法,对四川都江堰三溪村高速远程滑坡进行模拟,研究滑坡体不同部位的块体失稳后,在沟道偏转地形主导下的滑坡碎屑流前缘的运动速度、各部位滑体的速度变化过程和堆积特征,并提出沟道偏转地形耗能模型分析了地形偏转造成的动能消耗。研究结果显示:滑坡前缘在地形偏转位置运动方向发生变化,导致运动速度突降;由于滑坡不同部位的滑块相对于地形偏转点具有不同的撞击角度,导致其撞击后产生不同的偏转角度,滑块的偏转角度越大,速度变化越大;由沟道偏转地形导致的滑坡运动速度减小反映了偏转地形对滑坡的动能产生的耗散,动能耗散率与cos2θ(θ为偏转地形在水平面上的偏转角度)成反比;不同部位滑块的堆积长度随偏转角度的增大而减小。本研究分析了沟谷地形偏转对滑坡碎屑流运动速度作用机制及不同部位岩土体堆积范围的影响,可为该类地形条件下滑坡的运动机制研究和防灾减灾工作提供参考。