钠长花岗岩—H2O—HF体系中流体／熔体间氟的分配实验研究

在ｐ＝１００Ｍｐａ,在７７０℃≤ｔ≤８００℃和ＷＦ＝２％－６％条件下进行了钠长花岗岩－Ｈ２Ｏ－ＨＦ体系液相线附近线体／熔体间氟的分配实验。对淬火玻璃的主要元素和氟含量进行了电子探针测定。用质量平衡法计算了流体中的氟含量,所获得的氟的流体／熔体分配系数ＤＦ均不盱１．０随体系氟含量的增加ＤＦ有所增大,表明在花岗岩岩浆一热液体系,氟优先进入熔体相,含氟花岗岗岩结晶晚期流体释放阶段残余熔体仍保保持富氟特征     

城市景观的三维抽象、描述与表达方法

提出了三维地理要素体系、三维空间描述粒度、建筑物立体剖分、城市景观三维模型库等概念与实现方法 ,实例证明了该方法的可行性     

一个新的GNSS模糊度估计类

介绍了一类新的GNSS模糊度估计。因为该类遵循移去一恢复原理，称之为整数等变估计类。本文将说明整数等变估计类较整数估计类和线性无偏估计类的范围要大，同时给出一个相当有用的整数等变估计类的表达式。这个表达式揭示了整数等变估计类的结构，并显示该表达式如何在浮点解的基础上实现整数等变估计。最后还提出最优整数估计。     

一种新颖的小波系数分类算法在图像无损编码中的应用

提出了一种新的小波系数分类算法，基于该分类算法，提出了一种更为合理的无损编码算法。实验结果显示，此方法优于其他基于小波的无损编码算法。     

Mechanistic roles of soil humus and minerals in the sorption of nonionic organic compounds from aqueous and organic solutions

Mechanistic roles of soil humus and soil minerals and their contributions to soil sorption of nonionic organic compounds from aqueous and organic solutions are illustrated. Parathion and lindane are used as model solutes on two soils that differ greatly in their humic and mineral contents. In aqueous systems, observed sorptive characteristics suggest that solute partitioning into the soil-humic phase is the primary mechanism of soil uptake. By contrast, data obtained from organic solutions on dehydrated soil partitioning into humic phase and adsorption by soil minerals is influenced by the soil-moisture content and by the solvent medium from which the solute is sorbed.     

GNSS多频观测值线性组合研究

以Galileo四频为例,组合其不同频率间的相位观测值,给出以周为单位和以m为单位的相位组合观测模型的通用形式,系统分析组合后的电离层误差、波长以及观测噪声|在保持整周模糊度整数特性的前提下,研究电离层误差小、波长长、观测噪声小的组合|最后,按照合适的原则,编程计算出不同导航系统不同形式的组合观测系数,并给出几组典型组合。     

中国沙漠旅游资源空间结构与主体功能分区

基于中国沙漠旅游资源的赋存条件,分析了中国沙漠旅游资源空间结构特征;通过主要旅游景区（点）的统计,基于GPS定位和ArcGIS软件,建立了中国沙漠旅游资源空间数据库,实现了沙漠旅游资源的空间可视化表达;基于沙漠旅游资源空间结构特征和旅游发展的景观主体功能分区需要,进行了中国沙漠旅游资源主体功能分区。结论表明：中国北方沙漠旅游资源地域广、类型丰富,主要分布在沙漠（地）的边缘和少数腹地,呈现出个别地域较为集中分布的特征;沙漠景区（点）以主要交通线为轴,呈集群串珠状分布;沙漠旅游资源功能分区划分为：一大沙漠旅游带、三大沙漠旅游区、七大沙漠旅游圈。最后讨论了中国沙漠旅游资源的开发对策。     

基于土体渗透系数变化的管片荷载流-固耦合解析

土体在承载过程中渗透系数会发生变化,因此,在渗流作用下计算管片荷载需考虑土体渗透系数的变化。首先,根据土体渗透系数试验结果,给出了简化的分段孔隙比-渗透系数关系曲线。然后,建立了管片和土体的流-固耦合分析模型,包括渗流模型和力学模型;力学模型中土体分为弹性区和塑性区,其中弹性区根据孔隙比-渗透系数关系曲线进一步分区,从而考虑土体渗透系数变化的影响。最后,通过各分区半径取值将渗流和力学计算之间建立起联系,得到流-固耦合计算方法。计算结果为管片承载设计提供了参考。     

Performance evaluation of a distributed hybrid test framework to reproduce the collapse behavior of a structure

A hybrid numerical and experimental simulation to collapse was conducted on a one‐half scale moment‐resisting frame building with two experimental substructures at different locations. An extensible hybrid test framework was used that adopts a generalized interface to encapsulate each numerical or tested substructure, through which only boundary displacements and forces are exchanged. Equilibrium and compatibility between substructures are enforced by an iterative quasi‐Newton procedure, while adopting a predictor‐and‐corrector method to avoid loading reversals on physically tested substructures. To overcome difficulties in controlling stiff axial and rotational deformations at the boundaries, the flexible test scheme employs either open‐loop or closed‐loop control at the boundaries: enforcing either compatibility or equilibrium, or both requirements at critical boundaries. The effectiveness of the extensible framework and its capability to simulate structural behavior through collapse is demonstrated by a geographically distributed test that reproduced the collapse behavior of a four‐story, two‐bay, steel moment frame previously tested on an earthquake simulator. A comparison of both experiments highlights the viability of the hybrid test as an effective tool for the performance evaluation of structural systems from the onset of damage through collapse. Copyright © 2011 John Wiley & Sons, Ltd.     

���ջ��ز���ʼ��λƫ��仯���Է���

???????????????????λ??????????????????????????????????±?????????·???????????λ????????????????????λ???????????λ???????????????????????????????????????????????λ????????????????????????????????????????????????仯?????