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941.
Peter Kosso 《Foundations of Science》2010,15(3):213-225
A central point of controversy in the time of the Copernican Revolution was the motion, or not, of the earth. We now take it for granted that Copernicus and Galileo were right; the earth really does move. But to what extent is this conclusion based on observation? This paper explores the meaning and observability of the rotation of the earth and shows that the phenomenon was not observable at the time of Galileo, and it is not observable now. 相似文献
942.
Pierre Uzan 《Foundations of Science》2010,15(1):1-28
This paper suggests an epistemic interpretation of Belnap’s branching space-times theory based on Everett’s relative state
formulation of the measurement operation in quantum mechanics. The informational branching models of the universe are evolving
structures defined from a partial ordering relation on the set of memory states of the impersonal observer. The totally ordered
set of their information contents defines a linear “time” scale to which the decoherent alternative histories of the informational
universe can be referred—which is quite necessary for assigning them a probability distribution. The “historical” state of
a physical system is represented in an appropriate extended Hilbert space and an algebra of multi-branch operators is developed.
An age operator computes the informational depth of historical states and its standard deviation can be used to provide a
universal information/energy uncertainty relation. An information operator computes the encoding complexity of historical
states, the rate of change of its average value accounting for the process of correlation destruction inherent to the branching
dynamics. In the informational branching models of the universe, the asymmetry of phenomena in nature appears as a mere consequence
of the subject’s activity of measuring, which defines the flow of time-information. 相似文献
943.
944.
The infinite domain potential problems arise in many branches of scientific and engineering fields, which by now still pose a great challenge to scientific computing community.This study proposes a novel meshless singular boundary method (SBM) to solve infinite domain potential problems.The SBM is mathematically simple, easy-to-program, meshless and integration-free.To guar-antee the uniqueness of numerical solutions, this article adds a constant term into the SBM approximate representation.The effi-ciency ... 相似文献
945.
A tidal bore is a unique Earth surface process, characterized by its highly destructive energy, predictable periodicities and magni-tudes, and the production of characteristic sedimentary features. Tidal bores and associated rapid flood flows are highly turbulent flows of the upper-flow regime with a velocity over several meters per second. Reynolds (Re) and Froude (Fr) numbers, respectively, are larger than 104 and 1.0, making them significantly different from regular tidal flows but analogous to turbidity currents. Until now, understanding of tidal-bore depositional processes and products has been limited because of the difficulty and hazards involved with gauging tidal bores directly. The Qiantang bore is known as the largest breaking bore in the world. Field surveys were carried out in May 2010, along the north bank of the Qiantang Estuary to observe the occurrence of peak bores, including regular observations of current, water level and turbidity at the main channel. Several short cores were sampled on the intertidal flats to study the characteristic sedimentary features of tidal bores. Hydrodynamic and sedimentological studies show that the processes of sediment resuspension, transport and deposition are controlled primarily by the tidal bores, and the subsequent abruptly accelerated and decelerated flood flows, which only account for one tenth of each semidiurnal tidal cycle in the estuary. Tidal-bore deposits are generally poorly sorted because of rapid sedimentation after highly mixed suspension by intense turbulence. This behavior is characteristic of the absence of tractive-current depositional components in a C-M diagram. It also goes along with well-developed massive bedding, graded bedding, basal erosion structures, convolute bedding and dewatering structures. Together, these sedimentary features can constitute fingerprinting of turbidites, widely distributed in the deep-water environment. However, a tidal bore is triggered by intensely deformed tidal waves propagating into a shallow-water environment, which returns to regular tidal flows rapidly after the passage of the bore head. The tidal-bore deposits are usually bounded by the intertidal-flat deposits with typical tidal beddings at the top and on both flanks. The difference between tidal-bore deposits (TBD) and tidal sandy/muddy deposits (TSD/TMD) is evident not only in sedimentary structures, but also in the grain-size composition. They can be clearly distinguished in grain-size bivariate plots, typically the plot of mean grain size vs. standard deviation (or sorting). Some trend variations generally exist in mean grain size with TBD>TSD>TMD, sorting with TMD>TBD>TSD (larger value indicating poorer sorting), and both skewness and kurtosis with TSD>TBD>TMD. These findings will undoubtedly shed new light on our understanding of tidal-bore sedimentology, ancient tidal-bore sedimentary facies and environments, and related oil-and-gas field prospecting. 相似文献
946.
This paper studies the stabilization problem of uniform Euler-Bernoulli beam with a nonlinear locally distributed feedback
control. By virtue of nonlinear semigroup theory, energy-perturbed approach and polynomial multiplier skill, the authors show
that, corresponding to the different values of the parameters involved in the nonlinear locally distributed feedback control,
the energy of the beam under the proposed feedback decays exponentially or in negative power of time t as t → ∞. 相似文献
947.
ZeHong Zou Ying He Lin Ruan BaoQing Sun HuiFang Chen De Chen ShiMing Liu XiaoGuang Yang AiLin Tao 《科学通报(英文版)》2012,57(15):1824-1832
The potential of genetically modified organisms(GMOs) to increase allergenicity or predispositions to allergies has attracted much attention.An approach that will properly and holistically evaluate the allergenicity of GMOs is yet to be found.Here,85 transgenes that have been reported in both international and domestic studies during recent years are summarized case by case;49 of the transformed genes were from plant sources and 36 were from animal sources.EVALLERTM,a web server for the in silico assessment of potential protein allergenicity,was used to evaluate the potential of the transgenic proteins as allergens.The biomedical journals listed in Highwire(http://highwire.stanford.edu/) were searched and reviewed to decipher whether any of the transformed genes were linked to allergenicity or human health.The EVALLER analysis identified 5 allergenic genes,whilst our literature review found 11 genes that were either related to allergic cases or to clinical adverse events;all 16 of these genes have been used in GMOs.The analysis pathway that we have developed can help guide the selection of genes to be used in genetic modification.The pathway also provides a paradigm for allergenicity analysis of transgene candidates. 相似文献
948.
本文详细介绍了诱导分机智能控制系统的硬件设计,该系统能及时稀释CO气体浓度,并且能预警火灾。智能诱导风机排风系统由集中控制器、诱导风机控制器和诱导风机组成,而且采用了无线通信,大大降低了布线工作,节约了成本。 相似文献
949.
Benzimidazolium-based receptors 1-3 were designed and synthesized. On the basis of fluorescence, UV-Vis, and 1H NMR spectroscopic studies, and X-ray single crystal structure analysis, it was confirmed that the receptor 1 displays strong (C-H)+···X, N-H···X hydrogen bonds and charge-charge interactions with anions. More importantly, these investigations demonstrated that the charged (C-H)+ benzimidazolium and urea moieties play a synergistic role in anion recognition. 相似文献
950.
结合工程实例分析了跨线桥墩柱偏移的原因,提出了偏移墩柱的处治措施.首先,通过现场实测揭示了邻近路基墩柱的变位性状,采用低应变动测评测了桥墩桩身损伤情况,并基于场区地基软土性状分析,指出邻近路基堆载是引起墩柱偏移的根本原因.然后,基于应变楔分析模型,提出了一种以桩顶位移为计算控制条件的桩身受力分析方法,并通过工程实例验证了该方法的合理性.最后,根据各桥墩支座偏位量情况,结合桩身受力验算与Bozozuk分析评价标准,对支座位移不大于50 mm的墩柱采用平衡堆载的处治方法;对支座位移大于50 mm的墩柱采用桩基顶推联合墩柱牵引的纠偏处治措施.结果表明,处治后墩柱支座偏移量分别降低了10.7%~43.7%和79.7%~100%,处治效果良好,对类似工程具有借鉴意义. 相似文献