1:25万赤布张错幅区域地质图空间数据库建设方法与意义

1:25万赤布张错幅区域地质图空间数据库建设是依据《数字地质图空间数据库标准》,将传统填图方法完成的1:25万区调图幅在当前空间数据库模型的典型代表地理数据库模型上建立的。该模型以研究实体为对象,把对象分为基本要素类、综合要素类和对象类,通过组成地质图基本要素类和对象类出发,处理和把握存储与组织的关系,采用关联、依赖、组合和继承来描述对象之间的关系规则来构成新的关联集合的技术,增强了数据库服务能力。     

Numerical simulation on the extraction of modal back-scattering matrix from reverberation data for high frequency cases

1　Introduction　PredictionofthebottomreverberationinshallowwaterisveryimpotentforSONARsystems .Toex tractthemodalback scatteringmatrixfromreverbera tiondatahasbeenachallengetopicforalongtime .Inpreviousworks,theinversionofmodalback scatteringmatrixfromreverberationwasbasedonapriorias sumptions (EllisandGerstoft,1996 ;Kurdryashov ,1999;JinandZhang ,1997;ZhouandZhang ,1997;WangandShang ,2 0 0 2 ) .Anewapproachofextract ingthemodalback scatteringmatrixhasbeen pro posedbyShangetal.(2 0 0 2 …     

Extension of modal pushover analysis to seismic assessment of bridges

Nonlinear static (pushover) analysis has become a popular tool during the last decade for the seismic assessment of buildings. Nevertheless, its main advantage of lower computational cost compared to nonlinear dynamic time‐history analysis (THA) is counter‐balanced by its inherent restriction to structures wherein the fundamental mode dominates the response. Extension of the pushover approach to consider higher modes effects has attracted attention, but such work has hitherto focused mainly on buildings, while corresponding work on bridges has been very limited. Hence, the aim of this study is to adapt the modal pushover analysis procedure for the assessment of bridges, and investigate its applicability in the case of an existing, long and curved, bridge, designed according to current seismic codes; this bridge is assessed using three nonlinear static analysis methods, as well as THA. Comparative evaluation of the calculated response of the bridge illustrates the applicability and potential of the modal pushover method for bridges, and quantifies its relative accuracy compared to that obtained through other inelastic methods. Copyright © 2006 John Wiley & Sons, Ltd.     

A static predictor of seismic demand on frames based on a post‐elastic deflected shape

Predictors of seismic structural demands (such as inter‐storey drift angles) that are less time‐consuming than nonlinear dynamic analysis have proven useful for structural performance assessment and for design. Luco and Cornell previously proposed a simple predictor that extends the idea of modal superposition (of the first two modes) with the square‐root‐of‐sum‐of‐squares (SRSS) rule by taking a first‐mode inelastic spectral displacement into account. This predictor achieved a significant improvement over simply using the response of an elastic oscillator; however, it cannot capture well large displacements caused by local yielding. A possible improvement of Luco's predictor is discussed in this paper, where it is proposed to consider three enhancements: (i) a post‐elastic first‐mode shape approximated by the deflected shape from a nonlinear static pushover analysis (NSPA) at the step corresponding to the maximum drift of an equivalent inelastic single‐degree‐of‐freedom (SDOF) system, (ii) a trilinear backbone curve for the SDOF system, and (iii) the elastic third‐mode response for long‐period buildings. Numerical examples demonstrate that the proposed predictor is less biased and results in less dispersion than Luco's original predictor. Copyright © 2006 John Wiley & Sons, Ltd.     

弦支穹顶结构动力反应分析

以天津开发区商务中心大堂的弦支穹顶为研究对象,分析了弦支穹顶结构体系的自振特性,分别运用随机模拟风振分析方法和时间历程分析方法,对其进行了风振和地震反应分析,得到了结构在动力荷载作用下的响应时程,并对分析结果进行了频谱分析和统计分析。研究发现弦支穹顶结构的自振频率呈密集型分布,且振型复杂;结构的风振响应基本以受迫振动为主,没有出现明显的峰值共振现象;结构的地震响应在前几阶基频处出现了较为明显的峰值共振现象;从振动的幅值角度看,风荷载的动力作用效应相对于地震荷载要显著。     

汽轮发电机框架式基础1∶10模型动力分析

本文依据模态分析理论并结合规范的要求对某火力发电厂 600MW汽轮发电机的框架式基础1∶10模型振动性能进行了研究,采用白噪声随机激振法对该结构进行了空间整体模态分析,从实测数据中获得了动力特性数值。通过与ANSYS有限元软件数值计算结果的对比,表明理论分析模型的可行性。研究结果将为发展汽轮发电机框架式基础的设计原则和优化动力设计方法提供参考。     

提高INSAR干涉图质量的过采样方法

在对干涉图中频谱混叠噪声的成因及其影响进行深入分析的基础上,研究通过对原始影像频谱进行过采样来消除频谱混叠的方法;同时为了将过采样后的干涉图恢复到原始影像大小,又探讨了干涉图的欠采样理论,并推导出加权欠采样函数。实验结果表明,文中的过采样加权欠采样方法能有效消除干涉图中的频谱混叠噪声,经欠采样处理后的干涉图条纹边缘更加清晰,残余点数较原始干涉图减少90%以上。     

Probabilistic approach for modal identification using non‐stationary noisy response measurements only

This paper addresses the problem of identification of the modal parameters for a structural system using measured non‐stationary response time histories only. A Bayesian time‐domain approach is presented which is based on an approximation of the probability distribution of the response to a non‐stationary stochastic excitation. It allows one to obtain not only the most probable values of the updated modal parameters and stochastic excitation parameters but also their associated uncertainties using only one set of response data. It is found that the updated probability distribution can be well approximated by a Gaussian distribution centred at the most probable values of the parameters. Examples using simulated data are presented to illustrate the proposed method. Copyright © 2002 John Wiley & Sons, Ltd.     

论新疆东部黄山──镜儿泉杂岩带的构造属性

相当多的研究者认为,新疆东部黄山-镜儿泉杂岩为蛇绿混杂岩,是板块俯冲的标志。本文的研究表明：该杂岩带的物质形成是弧间伸展的产物,后因弧间闭合,形成了现今所见的混杂岩。     

Seismic monitoring of explosions: a method to extract information on the isotropic component of the seismic source

The design of a monitoring system for detecting explosions is a very topical problem, both for routine data processing at seismological observatories as well as for the monitoring of a Comprehensive Test Ban Treaty. In this framework it is desirable to have the possibility to quantify the presence of the isotropic component in the seismic source. For this purpose a method is presented, which is based on waveform inversion for the full moment tensor retrieval. The method inverts either full waveforms or separate seismic phases and returns the mechanism and time history of a point source. Moreover, it allows to redefine the hypocentral depth of the event and, in a simplistic way, to optimize the structural model as well. In order to model strong laterally heterogeneous structures, different pairs of structural models can be used for each source-receiver path. The source is decomposed into a volumetric part (V), representing an explosive or implosive component, and into a deviatoric part, containing both the double couple (DC) and the compensated linear vector dipole (CLVD) components. The method is applied to an area in central Switzerland and to the network of the Swiss Seismological Service. The events of interest include both earthquakes and explosions. Despite some modelling inadequacies of the source-time function, the explosions can be well identified with the inverted isotropic component in the source, as long as the number of stations used for the inversion is larger than three. The results of the inversion are better for large epicenter-station distances of the order of 40–90 km.