火箭观测到的中层垂直速度扰动细微结构          下载免费PDF全文

吴永富  H. -U. Widdel 《地球物理学报》1996,39(Z1):36-42

使用一枚携带ｃｈａｆｆ的火箭观测到的垂直速度数据，研究中层大气垂直速度扰动细微结构。结果表明，垂直速度扰动有明显的层状结构，各层厚度约１５０－５００ｍ，层间垂直分离距离在几百米到１－３ｋｍ间。在垂直速度方差和低Ｒｉ数峰值间以及动力不稳定和ＭＳＴ雷达回波区域间有好的对应关系。水平速度垂直波数谱与饱和谱在谱斜率和谱振幅上存在好的一致．这些观测结果表明，火箭测量到的细微结构可以用波场饱和解释。  相似文献   

Deterministic sliding block methods for estimating seismic displacements of earth structures   总被引：5，自引：0，他引：5  

Z. Cai  R.J. Bathurst 《Soil Dynamics and Earthquake Engineering》1996,15(4):255-268

A review and quantitative comparison of existing deterministic sliding block methods for predicting permanent displacements of earth structures subjected to seismic loading is presented. The reviewed sliding block methods are divided into two main groups based on the characteristic earthquake parameters referenced in each method. One group uses the maximum horizontal ground acceleration and velocity, and the other uses the maximum horizontal ground acceleration and the predominant period of the acceleration spectrum. Displacement functions published by previous authors are reformulated to give common non-dimensionalized displacement functions of the critical acceleration ratio which are then used to compare the different methods for the estimate of permanent seismic displacement of soil structures. The results show that despite the fact that the different methods were formulated using a wide range of earthquake records and different characteristic seismic parameters, permanent displacement values predicted using these methods fall within a reasonably narrow band. Selected acceleration data from three recent earthquakes that occurred in California are used to evaluate and compare the accuracy of the reviewed displacement methods for practical applications.  相似文献   

Modelling of ground motion in the vicinity of massive structures     

Claudio Chiaruttini  Stefano Grimaz  Enrico Priolo 《Soil Dynamics and Earthquake Engineering》1996,15(2):75

A two-dimensional elastic Chebyshev spectral element method (SPEM) is used to model the seismic wavefield within a massive structure and in its vicinity. We consider 2-D models where a linear elastic structure, with quadrangular cross-section, resting on an elastic homogeneous half-space, is impinged upon by the waves generated by a surface impulse at some distance. The scattering of Rayleigh waves and the response of the structure are extensively analysed in a parametric way, varying size, mechanical parameters and shape of the load. Some of the models considered are representative of embankments and earth dams. The simulation shows that some models resonate, storing part of the incoming energy. With realistic parameters, the lowest resonance frequency is due to pure shear deformation and is controlled by the shear velocity and height of the load. Flexural modes are excited only at higher frequencies. The acceleration at the top of the structure may be five/seven times higher than at the base, depending on the mass of the structure. The gradual release of trapped energy produces a ground roll lasting several seconds after the wave front has passed. The ground-roll amplitude depends on the sturcture's mass and can be as large as 30% of the peak acceleration. Outside resonance conditions, the ground motion is almost unaffected by the presence of the artefact; the horizontal motion on top of it is nearly twice the motion at ground level. Similar results should be expected when the incident field is an upcoming shear wave. A qualitative discussion shows that the presence of anelastic attenuation in the embankment does not significantly alter the preceding conclusions, unless it is of very low values (e.g. Q < 15).The modelling results that we discuss indicate that the soil-structure interaction may substantially alter the ‘free-field’ ground motion. From a practical point of view, the main conclusions are: (1) careful analysis is necessary when interpreting seismic records collected in the vicinity of large artefacts; (2) seismic hazard at a site may depend on the presence of man-made structures such as embankments, dams, tall and massive buildings.  相似文献   

耗散结构理论与地质学研究   总被引：3，自引：0，他引：3  

王江海 《地球科学进展》1992,7(2):5-11

简要介绍了耗散结构理论，评述了该理论在矿物学、宕石学、矿床学、地球化学和构造地质学中应用的新进展;闲明了该理论在地质学中应用时应注意的关健问题。  相似文献   

Fast Nearest Neighbor Classification Methods for Multispectral Imagery     

Perry J. Hardin  Curtis N. Thomson 《The Professional geographer》1992,44(2):191-202

Nearest neighbor classifiers have not been widely used by remote sensing practitioners. The lack of acceptance of these classifiers may be partially due to their notoriously slow speed of execution which makes them impractical for the classification of mega-pixel images. However, training data reduction, distance measure optimization, and neighbor searching algorithms based on the modified k-d tree can speed nearest neighbor classification substantially.  相似文献   

Numerical algorithm for the dynamic analysis of base-isolated structures with dry friction     

S. Dimova  V. Georgiev 《Natural Hazards》1992,6(1):71-86

This paper deals with the techniques for solving ordinary differential equations with essential nonlinearity arising from the representation of frictional force by the sign function of the relative velocity. This problem is connected with dynamic behavior studies of base-isolated structures with dry friction devices.Mathematical evidence is presented concerning the inaccuracies of the solution which are connected with the representation of the frictional force by the sign function. An approximation of this sign model is made on the basis of the appropriate linearization of a small part of the frictional force function. A numerical algorithm for the dynamic analysis of base-isolated structures with dry friction is proposed. Numerical tests are carried out for establishing the exactness of the proposed techniques. The obtained results prove the accuracy of the techniques.  相似文献   

秦岭东段地壳磁性结构特征          下载免费PDF全文

战传富  王浙辉 《地震地质》1993,15(1):45-50

通过航磁资料反演地壳磁性结构和深断裂构造,进而结合岩浆活动及地质资料,论述了秦岭东段的地壳动力过程及构造变迁规律  相似文献   

古昆虫植食的自然历史     

肖丽芳  林晓丹  任东 《地质学报》2022,96(5):1654-1679

昆虫植食是昆虫与植物相互作用关系中最重要的组成部分。探索地史时期陆地生态系统中昆虫植食行为的起源与演化是探究古环境重建及古气候变化的重要切入点，其结果将更好地揭示现生昆虫取食行为背后的生物学及生态学意义。本文梳理了昆虫植食的研究历史；阐述了植物化石上的生物损伤与非生物损伤的主要区别；介绍了昆虫植食研究的化石证据以及功能性取食组 损伤类型研究体系(Functional feeding group damage type, FFG DT)。昆虫植食多样性在地质历史时期的演化过程分为8个阶段：① 志留纪—泥盆纪(444~359 Ma)为昆虫植食的起源时期；② 石炭纪(359~299 Ma)为昆虫植食的扩张时期；③ 二叠纪(299~252 Ma)为昆虫植食的稳定时期；④ 三叠纪(252~201 Ma)晚期，昆虫植食再次多样化；⑤ 侏罗纪(201~145 Ma)昆虫植食程度进一步加强；⑥ 白垩纪(145~66 Ma)裸子植物逐渐为被子植物所替代，昆虫植食大幅度增加；白垩纪末期，昆虫植食水平下降；⑦ 古近纪(66~23 Ma)昆虫植食水平提高；⑧ 新近纪(23~26 Ma)昆虫植食与现代基本相似。影响昆虫植食的主要因素包括气候环境、昆虫和植被多样性、昆虫口器类型、植物群落组成和微生物等。目前，统一昆虫植食研究体系和方法、填补各历史阶段的缺失信息等问题在昆虫植食研究中亟待解决。  相似文献   

A Multidisciplinary Approach to Earthquake Research: Implementation of a Geochemical Geographic Information System for the Gargano Site,Southern Italy     

Salvi  S.  Quattrocchi  F.  Brunori  C. A.  Doumaz  F.  Angelone  M.  Billi  A.  Buongiorno  F.  Funiciello  R.  Guerra  M.  Mele  G.  Pizzino  L.  Salvini  F. 《Natural Hazards》1999,20(2-3):255-278

A priority task for correct environmental planningis to evaluate Natural Hazards, especially inhighly populated areas. In particular, thoroughinvestigations based on different Earth Sciencetechniques must be addressed for the Seismic HazardAssessment (SHA) in tectonically active areas. Notonly the management but also the multidisciplinaryanalysis of all the SHA-related data sets is bestperformed using a Geographic Information System. In this paper we show how a research-oriented GIS isbuilt and used in a practical case. The GeochemicalGeographic Information System (G²IS) wasdeveloped and applied to the Gargano promontory(southern Italy) in the framework of an EC researchproject, the Geochemical Seismic Zonation (GSZ)Project. This multidisciplinary – multiscalingpowerful tool is described in its structure, updatingprocedures and manipulation techniques. Preliminaryresults are presented on the detection of geochemically active fault zones and theircorrelation with remote sensing data and otherevidences of seismogenic structures.  相似文献   

锈蚀钢筋混凝土框架中节点抗剪强度研究     

邢国华  武名阳  丁远泽  常召群  王志萌 《震灾防御技术》2020,15(1):33-42

随着服役时间的增长，侵蚀环境下钢筋混凝土框架节点因钢筋发生不同程度的锈蚀而造成承载性能下降，严重影响建筑结构的安全使用。本文在已有钢筋混凝土框架节点抗剪强度理论模型的基础上，考虑钢筋锈蚀对框架节点受力性能的影响，建立锈蚀钢筋混凝土框架中节点受剪承载力计算公式。通过11组锈蚀钢筋混凝土节点试验数据，对建议理论模型进行验证。研究结果表明，锈蚀钢筋混凝土节点受剪承载力试验值与理论计算值之比的平均值为0.951，方差为0.075，二者吻合较好，本文建议的计算方法可用于锈蚀钢筋混凝土框架中节点承载力分析。  相似文献