羌塘盆地那底岗日地区中侏罗世层序地层与碳、氧、锶同位素响应

羌塘盆地那底岗日地区中侏罗世沉积了一套稳定的滨浅海相碳酸盐岩与碎屑岩地层,通过层序地层研究划分出五个三级层序。对其中四个层序内碳酸盐岩碳、氧、锶稳定同位素测试分析得出,不同层序、层序界面及层序内不同体系域的δ13 C、δ180、N(87Sr/86Sr)值均有明显的差异,并具规律性变化,整体上反映出研究区中侏罗世发生了多次海平面升降变化和气候、构造活动的演变,为层序地层研究提供了定量的地质地球化学依据。     

跑马岗组时代涉及的若干重大问题

湖北当阳新店—跑马岗剖面的跑马岗组跨白垩系与古近系 ,所含轮藻、介形类化石的丰富程度极为罕见。跑马岗组的时代问题与白垩系 -古近系界线及其陆相辅助层型的建立、印度德干玄武岩沉积夹层的时代、印度与亚洲大陆联合的时代和白垩系 -古近系界线事件起因假说等数个重大地学问题 ,以及江汉盆地深层油气资源评价密切相关 ,值得重视 ,尽早搞清     

FLAC数值模拟软件及其在地学中的应用

FLAC是以拉格朗日差分法为基础的一种数值模拟应用软件,主要用于岩土力学工程。近年地质学家将其应用到地质构造和块体运动学、动力学研究中,以证实或证伪地球学家们提出的相关地球动力学模型。本文初步介绍了FLAC应用软件的基本原理、使用方法以及它在国内外地质学上的几个应用实例。     

海南岛农业地貌

本文在充分消化前人已有资料的基础上,论述了海南岛的主要地貌类型与地貌轮廓,阐明了海南岛地貌形成的条件与过程、地貌对农业生产的影响及农业地貌分区。     

铅锌矿床Rb-Sr定年研究综

本文在总结Rb-Sr等时线定年的基本前提和矿床Rb-Sr等时线定年存在的问题的基础上,综述了铅锌矿床流体包裹体和闪锌矿Rb-Sr等时线定年的研究进展,同时对该定年方法存在的问题进行了简要评述。综合分析表明,Rb-Sr等时线定年(尤其是闪锌矿Rb-Sr等时线定年)为铅锌矿床较理想的直接定年方法,但该定年方法还存在许多理论和技术问题,有待深入研究;铅锌矿床Rb-Sr等时线定年应以深入细致的地质、地球化学研究为基础,定年过程中必须严慎对待样品采集、样品挑选、流体包裹体溶液提取和质谱分析等各个环节。     

塔里木盆地中新生代海侵和海相地层研究的新进展

中新生代海侵是塔里木盆地地质发展史上的重要事件之一。通过对新近发现的古生物化石和海相地层资料研究，本文提出了早白垩世、晚白垩世、古近纪的海侵范围的新认识。同时，依据露头和钻井资料提出了中新世海水分布的新范围。这些新成果对厘定塔里木盆地中新生代地层时代，建立整个盆地中新生代地层格架和油气远景分析具有重要意义。     

基于MAPGIS的掌上电子平板的设计与实现

在测量单位，采用电子手簿进行野外测量是非常普遍的，但是电子手簿有个缺点就是只能记录点，无法查看所测图形。随着硬件的发展，使用掌上电脑，开发掌上电子平板，以其方便、灵活、图形可视性好、功能强大等优点可以取代传统的电子手簿。基于WINDOWS CE操作系统和MAPGIS平台，根据界面图形化、格式标准化、图形可视化等原则，设计了一个完整的集计算、采集、管理于一体的野外现场成图系统。该系统能够记录原始数据、图形以及属性，能够方便地注记文字；实现野外现场成图，无需内业进行编辑。同时，介绍了数据通讯、UNICODE编码、符号库设计、图形显示、修测等功能，以及实现方法。     

MAPGIS大比例尺数字测图系统的设计

随着城市信息化建设特别是GIS应用的发展，对大比例尺数字图的需求日益增加。以往的测图软件往往着重于制图的需要，很少考虑GIS应用的需求。在MAPGIS平台的基础上，根据系统性、兼容性、扩展性和开发性等原则，详细探讨了大比例尺数字测图系统的整体结构、数据组织、工作流程，设计了一个完整的数字测图系统。该系统具有野外数据采集、输入、处理、联接成图、编辑与修改及绘图等淡啤酒，在输入地物图形的同时，可以输入图形属性信息，输出符合国家标准图式的图形，并自动生成和维护拓扑关系。输出成果数据可以直接进入GIS系统，进行分析处理。     

Optimal design of passive energy dissipation systems based on H∞ and H2 performances

Passive energy dissipation devices (EDDs), such as viscous dampers, viscoelastic dampers, etc., have been used to effectively reduce the dynamic response of civil infrastructures, such as buildings and bridges, subject to earthquakes and strong winds. The design of these passive energy dissipation devices (EDDs) involves the determination of the optimal locations and the corresponding capacities. In this paper, we present two optimal design methodologies for passive EDDs based on active control theories, including H_∞ and H₂ performances, respectively. The optimal design methodologies presented are capable of determining the optimal locations and the corresponding capacities of EDDs. Emphasis is placed on the application of linear matrix inequality (LMI) for the effective design of passive EDDs using the popular MATLAB toolboxes. One important advantage of the proposed approaches is that the computation of the structural response is not needed in the design process. The proposed optimal design methodologies have been applied to: (i) a 10‐storey building and a 24‐storey building both subject to earthquake excitations, and (ii) a 76‐storey wind‐excited benchmark building, to demonstrate the advantages of the proposed design methodologies over the conventional equal capacity design. Copyright © 2002 John Wiley & Sons, Ltd.     

Numerical evaluation of the damping‐solvent extraction method in the frequency domain

The damping‐solvent extraction method for the analysis of unbounded visco‐elastic media is evaluated numerically in the frequency domain in order to investigate the influence of the computational parameters—domain size, amount of artificial damping, and mesh density—on the accuracy of results. An analytical estimate of this influence is presented, and specific questions regarding the influence of the parameters on the results are answered using the analytical estimate and numerical results for two classical problems: the rigid strip and rigid disc footings on a visco‐elastic half‐space with constant hysteretic material damping. As the domain size is increased, the results become more accurate only at lower frequencies, but are essentially unaffected at higher frequencies. Choosing the domain size to ensure that the static stiffness is computed accurately leads to an unnecessarily large domain for analysis at higher frequencies. The results improve by increasing artificial damping but at a slower rate as the total (material plus artificial) damping ratio ζ_t gets closer to 0.866. However, the results do not deteriorate significantly for the larger amounts of artificial damping, suggesting that ζ_t≈0.6 is appropriate; a larger value is not likely to influence the accuracy of results. Presented results do not support the earlier suggestion that similar accuracy can be achieved by a large bounded domain with small damping or by a small domain with larger damping. Copyright © 2002 John Wiley & Sons, Ltd.