污染分布下的Lp估计抗差测度

观测数据中含有粗差或异常值扰动的误差分布可视为污染分布。根据M估计理论,导出了Lp估计的影响函数,分析了Lp估计的抗差能力,并用效率来测度估计的优劣、综合抗差能力和效率,指出观测数据中含有粗差的扰动,应用p为[1．2．1．5]的Lp估计来进行处理。     

一定分布模式下的最优Lp估计

观测数据在一定的分布模式下,需从理论上解决究竟用多大的ｐ值进行Ｌｐ估计（最优ｐ值的确定）,本文基于渐近方差整体最小的原则,给出了最优Ｌｐ估计的定义。观测数据中含有粗差（异常值）的扰动,其误差分布可视为污染分布,作者分析了最优ｐ值的大小,结果表明,若观测数据中含有不同大小、数量的粗差,为使Ｌｐ估计差最小,则ｐ将取［１．２,１．５］中的某一定值,Ｌｐ估计结果最优,此结论对测量数据处理具有一定的参考价值     

Uncertainty of the Linear Trend in the Zonal SST Gradient Across the Equatorial Pacific Since 1881

The change in the zonal sea surface temperature gradient (ZSSTG) across the equatorial Pacific plays an important role in the global climate system. However, there has not yet been a consensual conclusion about the changing ZSSTG at either a short-term (from 20 to 90 years) or a long-term time scale (longer than 90 years) in the literature. In this study, the uncertainty of the trend in ZSSTG for different sub-periods since 1881 was examined using four interpolated datasets and four un-interpolated datasets. It was found that the trend in ZSSTG on the short-term time scale could be significantly influenced by internal variability such as the El Niño–Southern Oscillation and the Pacific Decadal Oscillation. On the long-term time scale, the sign of the ZSSTG trend depends on the dataset used. In particular, it was not possible to draw a uniform conclusion about the secular trends in ZSSTG in recent history, given the high sensitivity of the ZSSTG trends to the period, dataset, and regions used to calculate the trends. Our results imply that it may not be possible to detect the response of ZSSTG to global warming until a longer data record becomes available in the future.     

Seismic Response of Base-Isolated Structures underMulti-component Ground Motion Excitation

INTRODUCTIONConcept of base isolation has attracted considerable attention in recent years (Sun et al., 1994). The basic isolationsystem consists of an array of bearings between the base of thebuilding and its foundation. It shifts the fundamental frequencyof the structure away from the energetic region of the earthquake spectrum and limits the earthquake energy transmitted tothe superstructure (Tang and Liu, 1993 ). Base isolation isused widely to protect structures from the destructive…     

Ocean bottom friction study from numerical modelling of sea surface height and SEASAT-ALT data

Tidal dissipation at the ocean floor has long been regarded as an adquated explanation to the behaviour of lunar orbit and Earth's rotation, although the actual mechanism involved is yet a fascinating research subject to date. The most common way to evaluate the dissipation is to find the rate of work done per unit surface by the current on the sea floor (Munk and Mac Donald 1960, Lambeck 1975). The success of this approach rely on the knowledge of the frictional coefficient which links the frictional force at the ocean floor, either quadratically or linearly, with the current velocity. Not only is the frictional coefficient important in this context, a variety of storm surge and tidal modelling problems also require a similar dissipation meachanism (Heaps 1969, Grace 1930, Stock 1976 etc.). The University of Manitoba, Center for Precambrian Studies Publication No. 089     

Inertial waves in the ‘gulf of St Lawrence: A study of geostrophic adjustment

Abstract

It is shown that inertial oscillations of significant magnitude can be generated by geostrophic adjustment in a shallow sea. Evidence of them in current‐meter data from the Gulf of St Lawrence is presented. The geostrophically unbalanced state required for the adjustment process is identified in the data by the occurrence of high accelerations of the currents. The difference between the inertial oscillations generated by different mechanisms, the intermittence and the frequency shift of the inertial waves are discussed.     

Adaptive element free Galerkin method applied to analysis of earthquake induced liquefaction

An automatically adaptive element free method is presented to analyze the seismic response of liquefiable soils.The method is based on the element free Galerkin method (EFGM) and the fission procedure that is part of h-refinement,indicated by error estimation. In the proposed method, a posteriori error estimate procedure that depends on the energy normof stress and the T-Belytschko (TB) stress recovery scheme is incorporated. The effective cyclic elasto-plastic constitutivemodel is used to describe the nonlinear behavior of the saturated soil. The governing equations are established by u-pformulation. The proposed method can effectively avoid the volumetric locking due to large deformation that usually occursin numerical computations using the finite element method (FEM). The efficiency of the proposed method is demonstratedby evaluating the seismic response of an embankment and comparing it to results obtained through FEM. It is shown that theproposed method provides an accurate seismic analysis of saturated soil that includes the effects of liquefaction     

钪（Ⅲ）的反相萃取柱色层新体系研究及应用

本文设计出钪（Ⅲ）的反相萃取柱色层新体系并加以应用。该新体系以聚四氟乙烯－７０１为载体，磷酸三丁酯（ＴＢＰ）为固定相，在１０ｍｏｌ·Ｌ￣（－１）盐酸中定量萃取层析钪（Ⅲ），用１０ｍｏｌ·Ｌ（－１）盐酸淋洗杂质元素，４ｍｏｌ·Ｌ（－１）盐酸解脱钪，经二甲酚橙光度法测定其回收率可达１００％。本法简便快速，选择性高，分离效果好，能用于岩石、矿物等物料中钪的定量分离、富集及测定。