Delineation of long-wavelength magnetic anomalies over central India by rectangular harmonic analysis     

B. R. Arora  S. Y. Waghmare 《Journal of Earth System Science》1984,93(4):353-362

The method of rectangular harmonic analysis is applied to the geomagnetic field data from central India to isolate long wavelength magnetic anomalies associated with largescale crustal structures. The long-wavelength anomalies have accounted for approximately 20 % of the spatial variability of the residual magnetic field over the International Geomagnetic Reference Field. On the magnetic anomaly map, reflecting the surface expression of longwavelength anomalies, the Tapi-Narmada-Son zone is characterized by a feeble positive anomaly bounded by a strong negative anomaly. The anomaly pattern is believed to be caused by the large-scale undulation in Moho and related variations in the thickness of the lower (basaltic) crust. The other two prominent anomalies, the magnetic low striking northwest and the magnetic high trending east-northeast, appear to be related to the deep structural feature of the Godavari graben and the eastern Rajasthan lineament respectively.  相似文献   

（a0.5,□0.5）BaCe2（CO3 4F矿物晶体结构的测定          下载免费PDF全文

沈今川  宓锦校 《岩石矿物学杂志》1991,10(3):246-251

( Ca0.5,□0.5）BaCe2（CO3 4F属于六方晶系，晶胞参数为:a=b=5.093(8)A， c=23.017 (6)A， γ=120º, Z= 2。用强功率四回单晶衍射仪在2θ=2 -65º 范围内共收集到821个原始衍射强度数据。晶体结构主要靠重原子法解出，采用空间群P62C,根据344个独立衍射点经多轮最小二乘修正后，获得其全部原子的三维坐标、占位度、各向同性及各向异性温度因子等参数，最终的偏离因子R=0.05.  相似文献   

地球化学的理论体系与方法论   总被引：3，自引：1，他引：3  

Yu Chongwen 《地球科学》1986,(4)

本文根据地球化学作用与时-空结构辩证统一的观点提出地球化学的理论体系与方法论,认为地球化学体系应由地球化学系统的物质、地球化学作用、地球化学过程和地球化学场等四大部分所构成,其中以地球化学系统的物质为基础,而地球化学作用居于核心地位。地球化学作用与时-空结构的统一性应该作为一切地学研究的指导思想。作者指出,必须用系统思想和系统科学研究地球化学系统,应用不可逆过程热力学中的“耗散结构”（dissipativestructures）理论研究地球化学作用与时-空结构的内在联系。  相似文献   

GNSS/INS integration: still an attractive candidate for automatic landing systems?     

Jörg F. Wagner 《GPS Solutions》2005,9(3):179-193

During the last years, the International Symposia on Precision Approach and Automatic Landing (ISPA) have shown a considerable change in the significance of integrated landing systems. At the first ISPA conference in 1995, the combination of inertial sensors and GNSS receivers was thoroughly discussed and appeared to be a very promising concept, especially with respect to ‘Integrity’ and ‘Continuity’. Ever since, this particular combination of sensors has received little attention. A comprehensive discussion of the technical background of this setback for integrated landing systems did not take place, primarily because of the popular opinion that the Kalman filter algorithm, which is the system integration kernel, is not sufficiently stable. The true reason has meanwhile been identified. The aiding of an inertial navigation system by only one GNSS antenna is insufficient in phases of low aircraft dynamics such as in the case of final approach. Instead, a multi-antenna system is required with antennas widely distributed over the aircraft structure. This latter approach, however, causes problems due to structural flexibilities. To show that an integrated system based on inertial sensors and widely distributed GNSS antennas is technically feasible, the paper discusses the following topics. (1) Unstable system performance during final approach for 1-antenna-aiding. (2) Improving the system performance prior to using additional antennas. (3) Effect of the antenna distribution. (4) Integrated systems for distributed sensors and flexible aircraft structures. The paper shows that integrated systems are still an attractive candidate for automatic landing equipment preserving the advantages with respect to ‘Integrity’ and ‘Continuity’.  相似文献   

地震下结构振动的最优控制算法模型比较与改进   总被引：8，自引：0，他引：8  

杜永峰  李慧 《世界地震工程》2005,21(3):57-63

模拟地震激励输入结构的过程，将控制目标函数化解到每个时间步长上。用激励所产生的脉冲响应重新构造控制目标函数，直接从泛函变分出发，推导出了一种改进的最优控制算法，并用状态转移的数值方法加以实现。从概念上讲，本算法是一种更为合理的结构最优控制算法。算例表明，在相同控制能量下，本算法能更有效地削减响应峰值，且稳定性良好。  相似文献   

On the inelastic torsional response of single‐storey structures under bi‐axial excitation     

Iztok Peru&#x;  Peter Fajfar 《地震工程与结构动力学》2005,34(8):931-941

An attempt has been made to explore the general trends in the seismic response of plan‐asymmetric structures without any restrictions imposed by a particular code. Systems with structural elements in both orthogonal directions under bi‐directional excitation were studied. Idealized single‐storey models with bi‐axial eccentricity were employed. The systems were torsionally stiff and, in the majority of cases, mass‐eccentric. The main findings are: in general, inelastic torsional response is qualitatively similar to elastic torsional response. Quantitatively, the torsional effect on the flexible side, expressed as an increase of displacements due to torsion, decreases slightly with increasing plastic deformation, unless the plastic deformations are small. The response on the stiff side generally strongly depends on the effect of several modes of vibration and on the influence of the ground motion in the transverse direction. These influences depend on the structural and ground motion characteristics in both directions. Reduction of displacements due to torsion, typical for elastic torsionally stiff structures, usually decreases with increasing plastic deformations. As an additional effect of large plastic deformations, a flattening of the displacement envelopes in the horizontal plane usually occurs, indicating that torsional effects in the inelastic range are generally smaller than in the elastic range. The dispersion of the results of inelastic torsional response analysis is generally larger than that of elastic analysis. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

Evaluation of damping reduction factors for estimating elastic response of structures with high damping     

Yu‐Yuan Lin  Eduardo Miranda  Kuo‐Chun Chang 《地震工程与结构动力学》2005,34(11):1427-1443

The damping reduction factors are used in a few building codes in order to estimate the elastic response spectrum with high damping ratios from its 5%‐damped counterpart. At present, much research regarding this factor has been published. The purpose of this paper is to evaluate the accuracy of five different models of damping reduction factors. In addition, the damping reduction factors adopted in the recent U.S.A. seismic codes are also evaluated. Statistical studies are carried out according to a total of 216 earthquake ground motions recorded on firm sites in California. Considered here are elastic single‐degree‐of‐freedom (SDOF) systems with natural vibrating periods between 0.1 and 6.0 s. Mean ratios and dispersion of approximate to exact maximum elastic displacement demands corresponding to various damping reduction factors are computed as functions of the natural vibrating period and the viscous damping ratio. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

A probabilistic approach for estimating the seismic response of elasto‐plastic SDOF systems     

Angelo D'Ambrisi  Marco Mezzi 《地震工程与结构动力学》2005,34(14):1737-1753

The seismic response of elasto‐plastic structures to both recorded and generated accelerograms is characterized by a large scattering of the results, even for accelerograms with similar peak ground acceleration values and frequency content. According to current code recommendations a design value of the seismic response of an elasto‐plastic structure can be computed as the mean of the responses to a certain number of spectrum‐fitting generated accelerograms. A more effective probabilistic approach is presented herein. It allows the analyst to calculate a design value of the seismic response characterized by a predefined non‐exceedance probability using a limited number of generated accelerograms. The results of the performed analyses are presented in diagrams that can be used for structural design applications. The applicability of the proposed method is demonstrated in the case of an elasto‐plastic structural system and the results are compared with those obtained applying current code recommendations. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

The heterogeneous characteristics of crust-mantle structures and the seismic activities in the northwest Beijing region     

赵金仁  张先康  张成科  张建狮  刘宝峰  任青芳  潘素珍  海燕 《地震学报(英文版)》2005,18(2):125-134

Introduction Zhangjiakou-Bohai seismic zone is a major active seismic zone that passes through the north-ern part of North China. Zhangjiakou-Beijing area, the northwest part of North China, is located at the intersection position of Yanshan, Taihangshan uplift, and Shanxi down-faulted zone, and the geological structures in this area are extremely complicated. Many researchers in the geoscience circle always pay close attention to this region because Yanqing-Huailai region is located in th…  相似文献   

Identification of structural and soil properties from vibration tests of the Hualien containment model     

J. Enrique Luco  Francisco C. P. de Barros 《地震工程与结构动力学》2005,34(1):21-48

Measurements of the response of the ¼‐scale reinforced concrete Hualien (Taiwan) containment model obtained during forced vibration tests are used to identify some of the characteristics of the superstructure and the soil. In particular, attempts are made to determine the fixed‐base modal frequencies, modal damping ratios, modal masses and participation factors associated with translation and rocking of the base. The shell superstructure appears to be softer than could have been predicted on the basis of the given geometry and of test data for the properties of concrete. Estimates of the shear‐wave velocity and damping ratio in the top layer of soil are obtained by matching the observed and theoretical system frequency and peak amplitude of the response at the top of the structure. The resulting models for the superstructure and the soil lead to theoretical results for the displacement and rotations at the base and top of the structure which closely match the observed response. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献