4,052 research outputs found

    Multiple positive solutions to third-order three-point singular semipositone boundary value problem

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    By using a specially constructed cone and the fixed point index theory, this paper investigates the existence of multiple positive solutions for the third-order three-point singular semipositone BVP: \begin{cases} x'''(t)-\ld f(t,x) =0, &t\in(0,1); [.3pc] x(0)=x'(\eta)=x''(1)=0, & \end{cases} where 1/2<η<1{1/2}<\eta<1, the non-linear term f(t,x):(0,1)\times(0,+\i)\to (-\i,+\i) is continuous and may be singular at t=0t=0, t=1t=1, and x=0x=0, also may be negative for some values of tt and xx, \ld is a positive parameter.Comment: 14 page

    Existence and uniqueness of the stationary measure in the continuous Abelian sandpile

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    Let \Lambda be a finite subset of Z^d. We study the following sandpile model on \Lambda. The height at any given vertex x of \Lambda is a positive real number, and additions are uniformly distributed on some interval [a,b], which is a subset of [0,1]. The threshold value is 1; when the height at a given vertex exceeds 1, it topples, that is, its height is reduced by 1, and the heights of all its neighbours in \Lambda increase by 1/2d. We first establish that the uniform measure \mu on the so called "allowed configurations" is invariant under the dynamics. When a < b, we show with coupling ideas that starting from any initial configuration of heights, the process converges in distribution to \mu, which therefore is the unique invariant measure for the process. When a = b, that is, when the addition amount is non-random, and a is rational, it is still the case that \mu is the unique invariant probability measure, but in this case we use random ergodic theory to prove this; this proof proceeds in a very different way. Indeed, the coupling approach cannot work in this case since we also show the somewhat surprising fact that when a = b is rational, the process does not converge in distribution at all starting from any initial configuration.Comment: 22 page

    Synthesis and Kinetic Studies of High-Valent Metal-Oxo Species Generated by Photochemical and Chemical Methods

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    Highly reactive iron-oxo intermediates play important roles as active oxidants in enzymatic and synthetic catalytic oxidation. Many transition metal catalysts are designed for biomimetic studies of the predominant oxidation catalysts in Nature, namely cytochrome P450 enzymes. In this work, a series of iron(IV)-oxo porphyrins [FeIV(Por)O] and manganese(IV)-oxo porphyrins [MnIV(Por)O] have been successfully produced in two electron-deficient ligands by photochemical and chemical methods, and spectroscopically characterized by UV-vis, and 1H-NMR. With iodobenzene diacetate [PhI(OAc)2] as the oxygen source, iron(III) porphyrin and manganese(III) porphyrin complexes converted to the corresponding metal(IV)-oxo species as oxygen atom transfer (OAT) agents. In addition, a new photochemical method was developed to generate the same species by visible light irradiation of highly photo-labile porphyrin-iron(III) bromate or porphyrin-manganese(III) chlorate precursors. Furthermore, the kinetics of oxygen transfer atom reactions with alkene, active hydrocarbons and aryl sulfides by photo-generated and chemical-generated [FeIV(Por)O]were studied in CH3CN solutions. Apparent second-order rate constants determined under pseudo-first-order conditions for sulfide oxidation reactions are (9.8 ± 0.1) × 102 − (3.7 ± 0.3) × 101 M-1s-1, which are 3 to 4 orders of magnitude greater in comparison with those of alkene epoxidations and activated C-H bond oxidations by the same oxo species

    Isolation and characterization of the CCR4 associated factors

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    In yeast, Sacchoromyces cerevisiae, transcription of ADH2\underline{ADH2} gene (encodes alcohol dehydrogenase II) under glucose derepression conditions requires not only the gene-specific activator, Adr1p, but also the general transcriptional factors like Ccr4p. Ccr4p belongs to the LRR-containing protein superfamily, members of which have often been found to associate with other proteins to form a functional protein complex. This dissertation reports three major conclusions from my research. 1. The CCR4 protein is associated with at least three other proteins by immunoprecipitation using the CCR4 antibody, and more importantly, the LRR in the CCR4 protein is not only essential, but also sufficient to form the CCR4 complex. 2. Using the yeast two hybrid procedure with LexA-CCR4 as a bait, seven genes were isolated. Two of them are known genes, CAF1\underline{\rm CAF1} and DBF2,\underline{\rm DBF2}, respectively. Three of them encoding novel proteins contain the known structural motifs: ATP-binding motif for CAF16,\underline{\rm CAF16}, zinc-finger DNA-binding motif for CAF10,\underline{\rm CAF10}, and WD40 repeats for CAF4. CAF6\underline{\rm CAF4.\ CAF6} and CAF17\underline{\rm CAF17} showed no sequence similarity to any genes in the current Data Base. Using LexA-CAF16 as a bait to perform the yeast two hybrid procedure, four genes, encoding Caf16p, Map1p, Srb9p and Mth1p were also identified. 3. The CCR4 complex is purified by using 6His tagged CCR4\underline{\rm CCR4} and CAF1.\underline{\rm CAF1}. The purified CCR4 complex from the CAF1-6His containing whole cell extract through three chromatographic procedures has a molecular weight of 1.0 ×\times 10\sp6 Da, including Ccr4p, Caf1p, Caf16p, Caf17p, Dbf2p and other unidentified proteins such as 185 kDa, 145 kDa and 110 kDa proteins. These results give us an inside view into understanding how CCR4 complex is involved in diverse cellular processes, and strongly suggests that CCR4 complex affects different cellular events by interacting with other functional proteins or protein complexes

    Improving resolution of stiff layers in soil profiles through multi-step inversion of Sasw data

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    Stiff, cemented layers commonly encountered in desert soil profiles significantly affect the soil load capacity and load distribution pattern. The purpose of this research is to develop algorithms for detecting stiff layers through inversion of seismic surface wave data to generate one-dimensional shear wave velocity (VS) profiles; The inversion algorithms begin with a starting model. Development of a high-quality starting model helps ensure good results; Two inversion methods, simulated annealing (SA) and linearized inversion (LI), are applied to the problem. The SA method includes a general approach (SA-G) and an approach developed specifically to investigate stiff-inclusion systems (SA-I). Algorithms for applying these methods are developed and tested using two experimental datasets and two synthetic datasets, one of each pair being normally dispersive and the other having one or more stiff inclusions. For the stiff-inclusion experimental site, results are compared to a crosshole dataset. (Abstract shortened by UMI.)
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