秦岭佛坪穹隆盖层岩系的地质和地球化学特征

地质和地球化学研究表明,佛坪穹隆盖层岩系主要由晚震旦—晚古生代地层组成,呈变质程度不等的变质岩产出,构成以佛坪基底杂岩为核心的中心式递增变质带。认为该岩系经历了多期构造变形,与穹隆核部基底杂岩以剪切带或断层接触,其原岩为陆源碎屑岩－碳酸盐岩组合,形成于扬子板块北缘的被动大陆边缘（Ｚ２－Ｐｚ１）和秦岭微板块内的陆表海（Ｐｚ２）沉积环境。     

圆形平面轴对称索穹顶结构成形后的刚度计算

根据文献１滑移索单元迭代计算的基本思想,针对脊索呈辐射状分布的轴对称索穹顶结构,提出了成形后的刚度计算方法。利用Ｌａｇｒａｎｇｉａｎ坐标描述法建立了受压桅杆及拉索的大位移切线刚度矩阵,基于虚功原理建立了索穹顶结构的非线性静力平衡方程,给出了滑移索单元计算的基本公式、方法和步骤,并进行了实例计算。结果表明,方法是可行的,可供设计和施工时参考。     

鲁西地区断裂构造类型及其形成机制

鲁西地区断裂构造发育,并且以新泰—泗水一带为中心呈放射状和同心环状展布,组成了同心环状—放射状断裂构造体系。这些断裂均表现为张扭性断裂,但也曾发生过压扭性活动。断裂的垂直断距为几十米至几千米不等,在研究区中部断裂断距较大,而在边部较小。这些断裂是在中新生代形成并进一步发展的。同心环状—放射状断裂构造体系是鲁西地块呈穹隆拱升形成的,而且在拱升的过程中还发生了逆时针和顺时针旋转。鲁西地块的拱升与旋扭皆与郯庐断裂的活动有关     

赣北地区武功山变质核杂岩的构造发育

The Wugongshan massif consists of metamorphic rocks and granites generally considered as a basenient rocks formed during an Early Paleozoic orogeny, and this massif presents a typical dome shape with a NEE-SWW trending long axis of about 70km and an ellipticity (long,     

单层球面网壳的整体稳定性分析

网壳结构的非线性稳定研究一直是国内外学者关注的热点问题,本文利用大型通用有限元软件ANSYS,以肋环型单层球面网壳为代表,进行了几何非线性整体稳定分析和弹塑性整体稳定分析.考察了网壳初始缺陷的有无、初始缺陷的选取、以及杆件划分的单元数量对其整体稳定的影响,发现杆件单元划分数目对单层球壳整体稳定性系数没有影响,缺陷整体稳定系数比完善结构整体稳定系数低25.6%,二阶模态缺陷整体稳定系数比一阶模态缺陷整体稳定系数低5%左右.     

U-Pb ages of Kude and Sajia leucogranites in Sajia dome from North Himalaya and their geological implications

~~U-Pb ages of Kude and Sajia leucogranites in Sajia dome from North Himalaya and their geological implications~~ FallMeetingSuppl.Abstr.,2001,0830h. 10.Lee,J.,Hacker,B.R.,Dinklage,W.S. et al.,Evolution of theKangmarDome, southernTibet:Structural, petrologic, and ther- mochronologic constraints,Tectonics,2000,19:872—895. 11.Parrish,R.R.,Roddick,J.C.,Loveridge,W.D. et al.,Ura- nium-lead analytical techniques at the geochronology laboratory,GeologicalSurvey ofCanada,Geol.Sur…     

Microstructural and deformational studies on mylonite in the detachment faults of Yalashangbo dome, North Himalayan domes zone

The Yalashangbo dome, located at the eastern end of North Himalayan domes zone, has a geometry and structure similar to those of a metamorphic core complex. Ductile shear zones formed the detachment system around the dome and these zones are composed of garnet-bearing phyllonite, mylonitic schist, mylonitic gneiss and mylonitic granite. Ductile shear fabrics developed well in mylonitic rocks, and penetrative lineation and foliation were formed by stretched quartz and feldspar and preferred orientation of mica. Polar Mohr diagram method is used to calculate the kinematic vorticity numbers of the shear zones in the detachment system. Results indicate that the shear zone is a thinned shear zone (thinning of 23%) in an extensional setting which underwent a general shear dominated by simple shear. Comparison of the vorticity numbers between the northern and southern flanks of the Yalashangbo dome shows that the dome is an asymmetric system formed by a north-northwest-directed detaching unanimously. Statistical fractal analysis shows that the shapes of dynamically recrystallized quartz grains in the mylonites have characteristics of self-similarity, with fractal numbers ranging from 1.05 to 1.18. From these fractal numbers, the strain rate of the rock was deduced from 10^-9.2 S^-1 to 10^-7.3 S^-1, the differential paleao-stress was 13.7-25.6 MPa during the deformation happened at a temperature over 500 ℃. The ductile shear zones in the detachment system around Yalashangbo dome were formed under a high green-schist grade condition or happened simultaneously with the intrusion of granite.     

从鲁西看构造的多重性

本文通过鲁西一些主要构造的实际资料分析,综合研究了鲁西构造格局,探讨了鲁西构造的性质和成因。作者认为,鲁西构造是多次运动形成的,每次运动都受特定的力学作用控制,因此,不可能用一个模式来解释现今构造的全部特点。     

单双层球面网壳结构非平稳随机地震响应研究

在随机振动虚拟激励法的理论基础上,采用改进的C-P随机模型和有限元程序AN SY S 8.0,对一致地震动输入下周边双层中部单层球面网壳结构的非平稳动力响应进行分析.分析结果表明:单双层网壳结构形式在地震作用下受力是合理的,结构的水平(X)和竖向(Z)动位移都比较大,工程设计时应该考虑耦合效应;增加网壳结构的矢高,单双层网壳结构的面内刚度增大,面外刚度减小;增大网壳结构的单双层跨度比对结构的面外刚度影响不大,但是却使结构的面内刚度明显减小;单双层网壳连接区域刚度的突变对结构地震响应的影响发生在与连接区域相邻或者相近的节点和杆件上,而且这种影响随着单双层跨度比的增大而趋于平缓.