SMA-MR复合型阻尼器

利用形状记忆合金超弹性、形状记忆特性和MR液的材料特性，提出了SMA-MR复合阻尼器，建立了阻尼器的理论模型。通过输入正弦波得到小震、大震时相应的滞回曲线，并对一单层框架进行输入El Centro地震波下的减震效果分析，比较了SMA-MR阻尼器、仅有SMA和仅有MR作用下的减震效果。结果表明，所设计的SMA-MR阻尼器具有卓越的阻尼性能，对大震、小震的控制实现了自适应的智能性。     

Transport rate of calcareous sand in unidirectional flow

This paper examines the transport of calcareous sand in unidirectional flow and its prediction through existing sediment transport models. A flume experiment of four sand samples collected on Oahu, Hawaii, provides 29 sets of sediment transport data in the bed-form and suspended transport stages. The measured transport data are compared with direct predictions from four energy-based transport models developed for siliceous particles. Corrections for the grain-size, fall velocity, and critical velocity of calcareous sand based on recent research are applied to the models and the results are compared with the direct calculations and measured data. The comparison illustrates the important role particle shape plays in the transport of calcareous sand. All four sediment transport models give consistent predictions and good agreement with the majority of the measured data. Two of the models respond positively to the corrections in both the bed-form and suspended transport stages indicating that such an approach may provide an interim solution for the transport of calcareous sand.     

应用逼近理想解法综合评价区域水资源承载能力

在多目标决策中,基于传统的逼近于理想解的技术,根据区域水资源承载能力的强与弱和待评价的对象(评价方案)的不理想(负理想)与理想(劣与优)这些典型的模糊概念,提出了基于模糊集合的逼近理想解法(TOPSISFS),并应用于区域水资源承载能力的综合评价中。TOPSISFS与投影寻踪模型法(PP法)、理想区间法(MODMIIM)相比,简单、有效。TOPSISFS可广泛应用于多目标决策中。     

风城碱性杂岩与有关含金刚石岩类对比的意义

迄今为止,对金刚石矿床的研究已取得了新的进展,国内外学音认为:“金伯利岩不是金刚石矿床的唯一母岩”,并且在碱性杂岩体中发现了许多具有工业价值的金刚石矿床。 通过对比辽宁凤城碱性杂岩与有关含金刚石矿床母岩(主要是钾镁煌斑岩)及其共生岩类的构造背景、岩石类型组合、矿物成分组合及岩石的主元素、微量元素和稀土元素特征,发现本区碱性杂岩体岩石与西澳钾镁煌斑岩很相似,尤其是与西澳白榴石钾镁煌斑岩最为接近,而在岩石类型和矿物组合特点上,又与美国阿肯色碱性岩区金刚石矿床母岩及其共生岩类组合颇为相似,这为我们进一步找寻金刚石矿床提供某些有益的信息。     

Strain and competence contrast estimation from fold shape

A new method to estimate strain and competence contrast from natural fold shapes is developed and verified by analogue and numerical experiments. Strain is estimated relative to the nucleation amplitude, A_N, which is the fold amplitude when the amplification velocities caused by kinematic layer thickening and dynamic folding are identical. A_N is defined as the initial amplitude corresponding to zero strain because folding at amplitudes smaller than A_N is dominantly by kinematic layer thickening. For amplitudes larger than A_N, estimates of strain and competence contrast are contoured in thickness-to-wavelength (H/λ) and amplitude-to-wavelength (A/λ) space. These quantities can be measured for any observed fold shape. Contour maps are constructed using existing linear theories of folding, a new nonlinear theory of folding and numerical simulations, all for single-layer folding. The method represents a significant improvement to the arc length method. The strain estimation method is applied to folds in viscous (Newtonian), power-law (non-Newtonian) and viscoelastic layers. Also, strain partitioning in fold trains is investigated. Strain partitioning refers to the difference in strain accommodated by individual folds in the fold train and by the whole fold train. Fold trains within layers exhibiting viscous and viscoelastic rheology show different characteristic strain partitioning patterns. Strain partitioning patterns of natural fold trains can be used to assess the rheological behaviour during fold initiation.     

桥基岸坡变形破坏机制物理模拟研究

结合某大桥桥基岸坡地质条件,采用相似原理为基础的底摩擦试验方法,定性模拟分析了在天然状态和加载条件下岸坡岩体的变形破坏过程和模式。试验结果表明：在天然状态下,左右岸岸坡岩体处于稳定状态;在加载条件下,左岸岸坡岩体稳定,右岸发育的错落体失稳,而导致整个岸坡不稳定,建议对其进行预加固或改变桥墩位置     

多裂纹扩展的扩展有限元法分析

建立了求解多裂纹扩展的扩展有限元法。引入裂纹交叉汇合加强函数以分析多裂纹交叉汇合过程;在裂纹附近区域使用广义形函数,并引入线增函数消除混合单元,可有效地提高裂纹附近的精度;用砂浆法（线段-线段接触法）结合增广型Lagrange乘子法处理裂纹段的接触条件,可以精确地模拟裂纹面约束,并方便地求解控制方程。算例分析了两方面内容：（1）计算交叉裂纹体的应力强度因子,结果表明提出的方法精度高;（2）模拟多裂纹扩展及交叉汇合过程,模拟的裂纹扩展路径与试验结果吻合得较好,表明了方法的可靠性。     

The influence of grain-size analysis methods and sediment mixing on curve shapes and textural parameters: Implications for sediment trend analysis

To this day, deterministic physical models capable of explaining the evolution of grain-size distributions in the course of transport are still lacking. For this reason, various attributes of particle frequency distributions, in particular curve shapes and textural parameters, have for many decades been investigated for potential information about transport behaviour and size-sorting processes of sediments in numerous environments. Such approaches are essentially conceptual and hence rely heavily on the validity of the assumptions on which they are based. A factor which has to date been largely ignored in this context, is the fact that different methods of grain-size analysis (e. g. sieving, laser absorption and diffraction, settling velocity measurements), when applied to the same sample material, produce variable curve shapes, and hence incongruous textural data. This is illustrated by selected examples showing the differences between sieving and settling results, conversion of settling velocities into equivalent settling diameters (psi-phi-transformations), and the influences of particle shape, particle density, and water temperature. It is demonstrated that particle-size distributions are not only method-dependent but also dependent on the adopted post-processing procedure. As a result, only frequency curves generated by the same method and subsequently processed by identical computational procedures can be meaningfully compared. Furthermore, the computation of textural parameters from bi- or multimodal size distributions produces spurious results which are unrelated to the processes leading to the mixing of different size populations frequently observed in nature. In such cases, only the decomposition of such distributions into individual populations and the spatial comparison of such populations makes any sense. Because a physical explanation for the generation of size distributions is lacking, a particular curve shape of a grain-size population has no meaning on its own. Only a systematic comparison of progressively changing curve shapes (and associated textural parameters) of sediments collected on a closely spaced grid can yield data suitable for sediment trend analysis.     

近百年中国、北半球和南半球气温内在结构比较(Ⅱ)

气温序列的变化不仅包含月、季、年、百年等不同的时间尺度,而且具有一定的局域性,全球、南半球、北半球和中国的气温变化各不相同．文中利用子波变换极大值线表征的突变点来构造一维映射动力系统的基本原理,研究中国、北半球和南半球气温的异同,从而映证了气候变化的局域性     

天然固定沙地与人工固沙植被区土壤种子库的比较研究

土壤种子库是退化生态系统植被恢复重建的重要基础,研究土壤种子库特征对于阐明退化生态系统受损与恢复机理具有重要的科学意义。通过野外土样采集、野外种子萌发定位跟踪调查和室内周期性种子萌发实验,对腾格里沙漠东南缘人工固沙植被区和天然固定沙地的土壤种子库特征进行了对比研究。结果表明：人工固沙植被区土壤种子库包含21个物种,分属于8科;天然固定沙地土壤种子库有33种植物,属于11科。人工固沙植被区以一年生植物为主,天然固定沙地以多年生植物为主。人工固沙植被区的种子总密度明显低于天然固定沙地,但不同物种种子的密度变化存在显著差异。人工固沙植被区的物种丰富度和多样性指数均较天然固定沙地低。人工固沙植被区和天然固定沙地的土壤种子库与地上植被物种的相似性系数分别为0.73和0.71。尽管人工固沙植被区土壤种子库存在少量多年生植物种子,但仍未发展到以多年生草本植物为主的群落演替阶段,说明人工固沙植被区的植物多样性恢复尚需要漫长的过程。