辽西义县组奔龙类化石一新种   总被引：4，自引：1，他引：4  

刘金远  姬书安唐烽　高春玲 《地质通报》2004,23(8):778-783

在辽宁西部义县头台的义县组中新发现的1件奔龙类化石标本，显示出许多中国鸟龙属(Sinornithosaurus)所具有的特征，如上颌骨眶前窝侧面具有装饰性凹坑、前颌骨齿无边缘小锯齿、齿骨后缘二分叉、指节Ⅲ-1略长于指节Ⅲ-2的2倍、踱骨Ⅲ部分窄踱型形态等。但其头骨的部分骨骼与千禧中国鸟龙(S．millenii)有明显的区别：前颌骨主体部分相对较高，其长仅稍大于其高，前颌骨角大，前颌骨上颌突与鼻突均很长，上颌骨不参与外鼻孔的构成，上颌骨窗相对较小且为圆形，方颧骨上升突明显长于颧骨突，齿骨长高之比小等。此外，新标本肠骨的耻骨柄前后方向的宽度小于髋臼宽度。这些不同之处表明，义县头台的标本应为中国鸟龙属另一新种，将其命名为郝氏中国鸟龙(新种)(S．haoiana sp．nov.)。  相似文献   

多年冻土区路桥过渡段的一种新结构     

刘建坤  鲍维猛  黎明  葛建军 《冰川冻土》2004,26(Z1):210-214

The design of roadbed-abutment transition part is always a challenging problem in transportation engineering, especially in permafrost distribution zone. A new type of roadbed-abutment transition part on permafrost was presented, and long-term observation was conducted for the deformation and the thermal regime of a roadbed-abutment transition part in the constructing Qinghai-Tibet Railway. In this paper, a new structure was presented and the observed settlements both in the subgrade and the base and its dependency with the thermal regime (permafrost table) were analyzed. In conclusion the roadbed-a-butment transition method for permafrost distribution zone was evaluated.  相似文献   

Frequency domain modal analysis of earthquake input energy to highly damped passive control structures     

Izuru Takewaki 《地震工程与结构动力学》2004,33(5):575-590

A new complex modal analysis‐based method is developed in the frequency domain for efficient computation of the earthquake input energy to a highly damped linear elastic passive control structure. The input energy to the structure during an earthquake is an important measure of seismic demand. Because of generality and applicability to non‐linear structures, the earthquake input energy has usually been computed in the time domain. It is shown here that the formulation of the earthquake input energy in the frequency domain is essential for deriving a bound on the earthquake input energy for a class of ground motions and for understanding the robustness of passively controlled structures to disturbances with various frequency contents. From the viewpoint of computational efficiency, a modal analysis‐based method is developed. The importance of overdamped modes in the energy computation of specific non‐proportionally damped models is demonstrated by comparing the energy transfer functions and the displacement transfer functions. Through numerical examinations for four recorded ground motions, it is shown that the modal analysis‐based method in the frequency domain is very efficient in the computation of the earthquake input energy. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Approximate modal decomposition of inelastic dynamic responses of wall buildings     

C. Sangarayakul  P. Warnitchai 《地震工程与结构动力学》2004,33(9):999-1022

Two approximate methods for decomposing complicated inelastic dynamic responses of wall buildings into simple modal responses are presented. Both methods are based on the equivalent linear concept, where a non‐linear structure is represented by a set of equivalent linear models. One linear model is used for representing only one vibration mode of the non‐linear structure, and its equivalent linear parameters are identified from the inelastic response time histories by using a numerical optimizer. Several theoretical relations essential for the modal decomposition are derived under the framework of complex modal analysis. Various numerical examinations have been carried out to check the validity of the proposed modal decomposition methods, and the results are quite satisfactory in all cases. Fluctuating bending moment and shear at any location along the wall height contributed by each individual vibration mode can be obtained. Modal contributions to shear and flexural strength demands, as well as the corresponding modal properties, under various seismic loading conditions can also be identified and examined in detail. Furthermore, the effects of higher vibration modes on seismic demands of wall buildings are investigated by using the modal decomposition methods. Several new insights into the complicated inelastic dynamics of multi‐story wall buildings are presented. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

电吸附找矿方法   总被引：3，自引：2，他引：3  

周奇明  周立宏  董树政 《物探与化探》2004,28(3):199-201

电吸附找矿方法是找隐伏矿的新方法。它是指通过物理化学手段来发现后生地球化学异常的找矿方法。它是建立在异常元素地球化学理论和野外地电提取法的理论基础之上。利用电吸附找矿方法在一些已知矿床进行找矿效果试验,获得了很好的效果,说明了该方法找矿的有效性。  相似文献   

吉南地区不同沉积环境原煤微量元素地球化学特征     

武子玉  周永昶 《岩石矿物学杂志》2004,23(4):361-364

对吉林南部地区煤矿主采煤层中的As、B、Ba、Cd、Cu、Hg、Pb、Se、Sr等微量元素的分析结果表明，太原组与山西组由于成煤环境不同，微量元素组成及含量存在一定的差异：太原组原煤中As、B、Hg、Pb、Se、Zn的含量明显高于山西组，山西组原煤中Ba、Cr、Cu、Mn、V的含量明显高于太原组。吉南煤区原煤中As、B、Hg、Pb、Se明显高于地壳元素平均值，呈富集状态，Co、Cd与地壳平均值接近，其他元素均亏损。与全国煤中微量元素相比，该区原煤中As、Ba、Co、Cr、Cu、Hg、Ni、Pb、Se、V、Zn的含量高于全国平均值，B、Mn、Sr含量低于全国平均值。微量元素赋存状态及相关分析表明，Fe与亲硫有害元素As、Cu、Hg、Pb、Se具有显著相关关系，说明煤中黄铁矿及其他硫化物是许多有害微量元素的重要载体。  相似文献   

长江口斜压诊断模式三维流场数值模拟   总被引：4，自引：0，他引：4       下载免费PDF全文

龚政  张长宽  金勇  张东生 《水科学进展》2004,15(3):300-306

建立了σ坐标系下长江口斜压诊断模式三维流场数学模型,采用k-kl二方程紊流闭合模型求解垂向涡粘系数,计算域内恒定、非均匀盐度场反映了计算域密度斜压效应。验证结果表明,斜压诊断模式的模拟成果较切合实际。模型成功复演了长江口水域由往复流向旋转流过渡的流场特性;潮波从四条汊道传入后在分汊口附近相遇形成多个会潮点,其位置随着径流的大小、潮汐的强弱、汊道的形态等因素而变化。  相似文献   

广西新型矿物材料发展方向初探     

李艺 《矿产与地质》2004,18(1):42-45

新材料是发展高新技术产业的基础。根据广西的矿产资源优势和在矿物材料方面的研究基础和技术力量，提出了加强工艺矿物学研究，大力发展广西新型矿物材料的研究开发方向，特别提出了超细改性矿物粉体材料、环保矿物材料、节能保温矿物材料、高技术陶瓷材料和合成矿物晶体材料等材料体系中的重点开发方向。  相似文献   

西昌盆地油气化探普查效果及下一步找油气方向   总被引：1，自引：0，他引：1  

颜自给  樊建强  贾国相  赵友方  何政才 《矿产与地质》2004,18(4):335-338

为了配合国家加快油气资源勘查步伐，四川石油管理局将西昌盆地作为下一步勘探重点地区，由于西昌盆地属勘探新区，各种地质、构造情况复杂，首先在该区实施了油气化探普查，油气化探普查结果证实了西昌盆地中部地区为油气泄漏特征，这与七坝1井结果吻合，同时发现了三个重点区域，指出盆地西部为下一步工作的重点地区，为下一步地震勘探指明找油气方向。  相似文献   

论新土地分类在1∶1000土地利用现状调查中的应用     

曾乐春  王兆礼  简陆芽 《云南地理环境研究》2004,(4)

根据新土地分类在南海区1∶1000土地利用现状调查中的应用,采用文献分析法和实例验证法,探讨其在大比例尺土地利用现状调查中的适用性。结果表明:新土地分类在使用中存在诸如分类层次数目少且略显粗糙以及界线不严谨等问题。提出建议:增加分类层次熏进一步细化分类;更清晰表达地类涵义以及统一分类标准等。  相似文献