排序方式： 共有25条查询结果，搜索用时 15 毫秒
1.
Thomas Backhaus Rolf Altenburger sa Arrhenius Hans Blanck Michael Faust Antonio Finizio Paola Gramatica Matthias Grote Marion Junghans Wiebke Meyer Manuela Pavan Tobias Porsbring Martin Scholze Roberto Todeschini Marco Vighi Helge Walter L. Horst Grimme 《Continental Shelf Research》2003,23(17-19):1757
Freshwater and marine ecosystems are exposed to various multi-component mixtures of pollutants. Nevertheless, most ecotoxicological research and chemicals regulation focus on hazard and exposure assessment of individual substances only, the problem of chemical mixtures in the environment is ignored to a large extent. In contrast, the assessment of combination effects has a long tradition in pharmacology, where mixtures of chemicals are specifically designed to develop new products, e.g. human and veterinary drugs or agricultural and non-agricultural pesticides. In this area, two concepts are frequently used and are thought to describe fundamental relationships between single substance and mixture effects: Independent Action (Response Addition) and Concentration Addition. The question, to what extent these concepts may also be applied in an ecotoxicological and regulatory context may be considered a research topic of major importance, as the concepts would allow to make use of already existing single substance toxicity data for the predictive assessment of mixture toxicities. Two critical knowledge gaps are identified: (a) There is a lack of environmental realism, as a huge part of our current knowledge about the applicability of the concepts is restricted to artificial situations with respect to mixture composition or biological effect assessment. (b) The knowledge on what exactly is needed for using the concepts as tools for the predictive mixture toxicity assessment is insufficient. Both gaps seriously hamper the necessary, scientifically sound consideration of mixture toxicities in a regulatory context.In this paper, the two concepts will be briefly introduced, the necessity of considering the toxicities of chemical mixtures in the environment will be demonstrated and the applicability of Independent Action and Concentration Addition as tools for the prediction and assessment of mixture toxicities will be discussed. An overview of the specific aims and approaches of the BEAM project to fill in the identified knowledge gaps is given and first results are outlined. 相似文献
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The present study investigates the combined wave field that is induced by the continuous interaction of plane waves with an array of truncated circular cylinders in front of a rigid wall. The long-term goal of the study is the investigation of possible increase in the efficiency of cylindrical Wave Energy Converters (WECs) by putting in the vicinity of the array a barrier to propagation, a wall, that could assist the reflection of the incoming waves. The main task is to develop a generic solution method that is free of conceptual simplifications employed, e.g. by the method of images and the assumption of “pure” wave reflection. To cope with the set task, the proposed method relies on the semi-analytical formulation of the velocity potentials, while the solution is sought by combined expressions that involve polar and elliptical harmonics. The wall is represented as an elliptical cylinder with zero semi-minor axis. This assumption has eventually a beneficial effect to the underlying formulation given that it simplifies significantly the expansions of the involved diffraction potentials. 相似文献
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研究圆锥区域中变系数半线性抛物型微分不等式及其耦合不等式组的刘维尔型定理.先给出弱解的定义,再利用构造试验函数法建立不依赖于初始值的解的universal估计,最后得到非负非平凡整体弱解的在适当的临界指数范围内不存在的结论,此种方法的主要特点是不用比较原理和极值原理. 相似文献
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M.R.E. Proctor 《地球物理与天体物理流体动力学》2015,109(6):611-614
There has for many years been interest in finding necessary conditions for dynamo action. These are usually expressed in terms of bounds on integrated properties of the flow. The bounds can clearly be improved when the flow structure can be taken into account. Recent research presents techniques for finding optimised dynamos (that is with the lowest dynamo threshold) subject to constraints, (e.g. with fixed mean square vorticity). It is natural to ask if such an optimum solution can exist when the mean square velocity is fixed. The aim of this note is to show that this is not the case and in fact that a steady or periodic dynamo can exist in a bounded conductor with an arbitrarily small value of the kinetic energy. 相似文献
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王华山 《成都信息工程学院学报》2010,25(1):104-106
将赌博系统的随机变换概念推广到有限优重非齐次马氏链情形,采用鞅方法研究了有限m重非齐次马氏链函数的强极限定理,作为推论得到有限m重非齐次马氏链随机变换的若干强极限定理。 相似文献
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公路桥涵台背回填稳定性极限分析上限解 总被引：3，自引：0，他引：3
运用塑性力学极限分析的上限定理,分析公路桥涵台背回填的稳定性问题。首先,由模型试验和数值分析结果确定回填区和地基的滑动模式;其次,根据位移协调条件建立滑动体的速度场,并计算各滑动楔块的位移速度;最后,运用虚功原理和优化算法寻找最不利滑动面位置,计算不同回填材料的土压力或临界填筑高度。研究发现：地基与回填材料的强度、性能以及加筋条件对台背回填稳定性的影响都非常显著。结果表明：增加地基与回填材料的强度,采用轻质回填材料,减小加筋间距和增加筋材强度,都有利于提高台背回填材料的稳定性。 相似文献
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Z. Martinec 《Journal of Geodesy》1998,72(7-8):460-472
Green's function for the boundary-value problem of Stokes's type with ellipsoidal corrections in the boundary condition for
anomalous gravity is constructed in a closed form. The `spherical-ellipsoidal' Stokes function describing the effect of two
ellipsoidal correcting terms occurring in the boundary condition for anomalous gravity is expressed in O(e
2
0)-approximation as a finite sum of elementary functions analytically representing the behaviour of the integration kernel
at the singular point ψ=0. We show that the `spherical-ellipsoidal' Stokes function has only a logarithmic singularity in
the vicinity of its singular point. The constructed Green function enables us to avoid applying an iterative approach to solve
Stokes's boundary-value problem with ellipsoidal correction terms involved in the boundary condition for anomalous gravity.
A new Green-function approach is more convenient from the numerical point of view since the solution of the boundary-value
problem is determined in one step by computing a Stokes-type integral. The question of the convergence of an iterative scheme
recommended so far to solve this boundary-value problem is thus irrelevant.
Received: 5 June 1997 / Accepted: 20 February 1998 相似文献
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Seyyed M. Hasheminejad Reza Avazmohammadi 《Soil Dynamics and Earthquake Engineering》2007,27(1):29-41
This study investigates the dynamic interaction of time harmonic plane waves with a pair of parallel circular cylindrical cavities of infinite length buried in a boundless porous elastic fluid-saturated medium. The novel features of Biot dynamic theory of poroelasticity along with the appropriate wave field expansions, the pertinent boundary conditions, and the translational addition theorems for cylindrical wave functions are employed to develop a closed-form solution in the form of infinite series. The analytical results are illustrated with numerical examples in which two empty cavities are insonified by a fast compressional or a shear wave at end-on incidence. The basic dynamic field quantities such as the hoop stress amplitude and the radial displacement of the elastic frame are evaluated and discussed for representative values of the parameters characterizing the system. The effects of the proximity of the two cavities, the incident wave frequency and type are examined. Particular attention has been focused on multiple scattering interactions in addition to the slow wave coupling effects which is known to be the primary distinction of the scattering phenomenon in poroelasticity from the classical elastic case. Limiting case involving two empty cylindrical cavities in an elastic solid is considered and excellent agreement with a well-known solution is established. 相似文献
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证明2个非常数的亚纯函数CM分担0和∞,这2个亚纯函数的一类非线性微分多项式CM分担1条件下的2个唯一性定理,进一步研究了杨重骏1976年提出的问题;证明了2个非常数的整函数的一类非线性微分多项式CM分担条件下的唯一性定理,在整函数条件下进一步研究了I Lahiri在1997年提出的问题。本文结果改进了仪洪勋,方彩云和方明亮等人的相应结果。 相似文献