云南保山——昌宁地区铀矿找矿前景浅析   总被引：1，自引：0，他引：1  

刘正安 《铀矿地质》2001,17(2):115-119

地质、物化探铀矿综合区调成果表明，保山－昌宁地区富铀层（岩体）为中元古界、前奥陶系、印支期及燕山期花岗岩；各种方法圈定的异常、晕（片）相互重合较好的地段是新街－莽水间凸起中南段，特别是5071，5072矿点所处的新街岩体及其内外接触带；铀矿化显示热液成因特征。据此推断，东部新街岩体之内外接触带热液型铀矿化是今后找矿的目标。  相似文献   

地震波反演方法研究的某些进展及其数学基础   总被引：5，自引：7，他引：5  

杨晓春  李小凡  张美根 《地球物理学进展》2001,16(4):96-109

以地震波反演为背景，对非线性反演问题的某些最新进展做了系统的分析和介绍，着重对地震波反演理论中一些主要方法发展过程中的数学、物理的基本理论和基本假设做了分析、讨论和总结，而非面面俱到的阐述地震波反演理论本身的发展状况，在此基础上，讨论了地震波反演问题的数学研究基础和所面临的问题及假设应注意的方面，并对较强烈地下介质物性异常所造成的非弱散射的反演问题做了分析和展望。  相似文献   

On the accuracy of simplified methods for the analysis of isolated bridges     

P. Franchin  G. Monti  P. E. Pinto 《地震工程与结构动力学》2001,30(3):363-382

To foster the use of seismic isolation in structures, existing guidelines strive to formulate design methods which are simple and accessible to non‐specialized engineers. On the other hand, not all of the simplifying provisions adopted by the norms can be said to have been adequately tested to provide a consistent level of accuracy. The study attempts, in particular, to elucidate three aspects related to the methods of analysis for linear or linearized isolated bridges on which little or no advice can be found in the norms. The first one is about the way one has to account for the fact that damping matrices of isolated bridges are never of proportional type. The present study demonstrates, through a number of typical applications, that classical modal analysis, using real modes and the diagonal terms of the modal damping matrices, still provide a fully acceptable approximation. The second and third aspects are related to the use of linearization expressions extended to the analysis of hyperstatic bridges. Parametric analyses conducted in the study show that none of the formulas in current use gives satisfactory results for both the displacement and the force responses, a requirement for a reliable design of an isolated bridge. How to use the equivalent linear parameters, and in particular the isolators equivalent damping ratios, in the context of a modal analysis, is treated next. This problem is seldom if ever mentioned in the norms where at most a formula is given for constructing modal damping ratios based on the damping ratios of the isolators. A rational, approximate procedure is discussed in this paper, applicable to all types of structures with non‐proportional damping, which in the case of bridges can be shown to reduce to the expression provided in the Japanese bridge design guidelines. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

A new method for non‐stationary random critical excitation     

Izuru Takewaki 《地震工程与结构动力学》2001,30(4):519-535

Since earthquake ground motions are very uncertain even with the present knowledge, it is desirable to develop a robust structural design method taking into account these uncertainties. Critical excitation approaches are promising and a new non‐stationary random critical excitation method is proposed. In contrast to the conventional critical excitation methods, a stochastic response index is treated as the objective function to be maximized. The power (area of power spectral density (PSD) function) and the intensity (magnitude of PSD function) are fixed and the critical excitation is found under these restrictions. It is shown that the original idea for stationary random inputs can be utilized effectively in the procedure for finding a critical excitation for non‐stationary random inputs. The key for finding the new non‐stationary random critical excitation is the exchange of the order of the double maximization procedures with respect to time and to the power spectral density function. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Shaking table tests of 1:4 reduced‐scale models of masonry infilled reinforced concrete frame buildings     

Roko arni&#x;  Samo Gosti   Adam J. Crewe  Colin A. Taylor 《地震工程与结构动力学》2001,30(6):819-834

Two models of masonry infilled reinforced concrete frame buildings were tested at the shaking table. Models were built in the reduced scale 1:4 using the materials produced in accordance to modelling demands of true replica modelling technique. The first model represented a one‐storey box‐like building and the second one the two‐stories building with plan shaped in the form of a letter H. Models were shaken with the series of horizontal sine dwell motions with gradually increasing amplitude. Masonry infills of tested models were constructed of relatively strong bricks laid in weak mortar. Therefore, typical cracks developed and propagated along mortar beds without cracking of bricks or crushing of infill corners. Data collected from tests will be used in future evaluation, verification and development of computational models for prediction of in‐plane and out‐of‐plane behaviour of masonry infills. The responses of tested models can be well compared with global behaviour of real structures using the modelling rules. The similarity of local behaviour of structural elements, e.g. reinforced concrete joints, is less reliable due to limitations in modelling of steel reinforcement properties. The model responses showed that buildings designed according to Eurocodes are able to sustain relatively high dynamic excitations due to a significant level of structural overstrength. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

On‐line identification of non‐linear hysteretic structural systems using a variable trace approach     

Jeng‐Wen Lin  Raimondo Betti  Andrew W. Smyth  Richard W. Longman 《地震工程与结构动力学》2001,30(9):1279-1303

In this paper, an adaptive on‐line parametric identification algorithm based on the variable trace approach is presented for the identification of non‐linear hysteretic structures. At each time step, this recursive least‐square‐based algorithm upgrades the diagonal elements of the adaptation gain matrix by comparing the values of estimated parameters between two consecutive time steps. Such an approach will enforce a smooth convergence of the parameter values, a fast tracking of the parameter changes and will remain adaptive as time progresses. The effectiveness and efficiency of the proposed algorithm is shown by considering the effects of excitation amplitude, of the measurement units, of larger sampling time interval and of measurement noise. The cases of exact‐, under‐, over‐parameterization of the structural model have been analysed. The proposed algorithm is also quite effective in identifying time‐varying structural parameters to simulate cumulative damage in structural systems. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

内蒙古大青山地区早古生代三叶虫的发现     

程立人  彭向东  刘正宏  徐仲元 《吉林大学学报(地球科学版)》2001,31(2):105-109

述描述了采自内蒙古大青山地区以断块状分布的白云岩、白云质灰岩中的三叶虫化石 3个属、2个种和 2个未定种。即LuaspideslingyuanensisDuan ,L .sp .,Manohuriellamacar(Walcott)和Pseudasaphussp .。虽然它们均是已知属种 ,但在该地区是首次发现。由此可以确定这套以角度不整合覆盖于古老变质岩之上的白云岩、白云质灰岩为主的沉积地层其层位属下古生界 ,时代最晚为毛庄期开始沉积。该发现解决了该套地层时代的归属问题 ,同时对于区内古生界和元古界划分对比具有重要意义。  相似文献   

试论动物非矿化组织的保存   总被引：3，自引：0，他引：3  

张兴亮  舒德干 《沉积学报》2001,19(1):13-19

动物非矿物化组织在特异埋葬条件下可保存为化石。缺氧和快速埋葬有利于非矿化组织的保存，但不能阻止微生物的破坏作用。无菌环境下可保存软躯体组织，但在构造变动和古气候变迁等因素的影响下会彻底破坏，不可能在地质历史时期长期存在。最稳定的保存形式是与成岩作用有关的保存类型和以碳化有机质薄膜形式的保存类型。与动物非矿化组织保存有关的常见成岩自生矿物有磷酸盐矿物、碳酸盐矿物和黄铁矿等。其中，磷酸盐矿物在成岩作用过程中结晶最早，可以保存动物的微细构造。这些矿物可以矿化交代动物的肉质和角质使其成为矿化实体；也可以呈假形、铸型或铸模等形式保存。布尔吉斯页岩保存类型中，非矿化组织以碳化有机质薄膜或含水的颧硅酸盐矿物两种形式保存。前可能与粘土矿物吸附有机质、阻止酶的降解作用有关，后可能由自生粘土矿物的交代作用造成。  相似文献   

西藏仲巴地区白垩纪末期—始新世早期海相地层   总被引：16，自引：1，他引：16  

万晓樵  丁林  李建国  蔡华伟 《地层学杂志》2001,25(4):267-272

西藏仲巴县北部地区出露有晚白垩世至古近纪的海相地层 ,本次工作新测制了卓勒剖面 ,并对原错江顶剖面上部地层做了再次研究。地层中化石丰富 ,据有孔虫化石研究结果重新厘定曲下组时代为古新世早期、加拉孜组上段属始新世早期 ,认为该区白垩 /古近纪界线位于曲贝亚组与曲下组之间。在这一界面上 ,古新世磨拉石直接覆于晚白垩世的陆棚碳酸盐台地沉积之上 ,其间存在沉积间断 ,为弧前盆地演化后期的重大沉积转变。古新世早期曲下组为近海相磨拉石沉积 ,古新世晚期至始新世早期加拉孜组为残留海盆沉积。加拉孜组顶部为该区最高海相地层 ,其上为冈底斯群的磨拉石不整合覆盖。冈底斯群的时代应晚于始新世中期。  相似文献   

华北板块北缘晚古生代火山事件沉积的全序列及其主要特征   总被引：12，自引：0，他引：12       下载免费PDF全文

周安朝  张慧等 《地质论评》2001,47(2):175-183

本文对辽宁南票及内蒙古大青山区上石炭－下二叠统地层中火山事件沉积进行了系统的岩矿鉴定，差热，X光，电镜测试及微量稀土元素定量分析，两剖面自下而上共划分出12期火山事件沉积序列，包括了34－39层火山事件沉积层，由于各层均具有特定的岩石矿物及地球化学特征，为进一步查明华北板块北缘火山事件沉积的展布规律，并利用火山事件层作为标志层进行地层对比，提供了新的依据。  相似文献