981 resultados para Bonfigli, Benedetto, 1420-1496.


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The complex of (CH3Cp)2Yb . DME (DME = dimethoxyethane) has been synthesized by the reduction with metallic sodium of the corresponding chloride (CH3CP)2YbCl. (CH3CP)2Yb . DME crystallized from DME in the monoclinic space group Cm, with cell constants a = 11.068(3), b = 12.338(4), c = 12.479(4) angstrom; beta = 100.51(2)-degrees, V = 1675(l) angstrom3, and D0 = 1.66 g/cm3 for Z = 4. Least-squares refinement of 1420 unique observed reflections led to final R of 0.0487. This complex can be used as a catalyst for the polymerization of methyl methacrylate (MMA).

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中国科学院长春应用化学研究所座落在吉林省长春市风景秀丽的南湖之畔,是国内大型综合性化学学科科研机构之一。它的前身是建于30年代的日伪大陆科学研究院,1948年10月长春解放,1948年12月正式建所。全所现有职工1420人,其中学部委员3人,高级科技人员300多人。中级科技人员600多人,全所设有24个研究

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自转基因作物问世以来,转基因产品的安全性问题一直是人们关注的焦点。本文根据GenBank中登录的转基因大豆完整外源DNA序列设计了几对引物,对转基因大豆进行了巢式PCR检测。结果表明,巢式PCR可以扩增10-10g/μl浓度的DNA溶液,检测灵敏度高达0.01%。该巢式PCR技术具有高度特异性、灵敏度和很好的重复性。用巢式PCR对部分市售的水产饲料和豆制食品进行检测,90.6%的水产饲料和46.5%的食品能检测出外源基因片段,表明转基因大豆广泛存在于水产饲料和我们的日常食品中,为食品安全分析和管理提供了方法和依据。环介导的等温扩增技术(LAMP)依赖于能够识别靶序列上6个特异区域的引物和一种具有链置换特性的DNA聚合酶,在等温条件下可高效、快速、高特异地扩增靶序列。本研究建立了转基因大豆的LAMP扩增技术,针对豆制品以及饲料的转基因LAMP检测技术正在研究和开发中。 利用转基因和非转基因豆粕制作的饲料,喂养吉富罗非鱼,分别于4周、7周取样,对其体重和血液指标进行了检测。实验显示,投喂转基因饲料7周以后,增重率和血清指标,转基因组与非转基因饲料组相比没有显著差异。全血指标中白细胞数目、大血小板比率、平均血小板体积和血小板体积分布宽度4项指标显著高于非转基因饲料组,而且差异达到极显著水平。由以上结果可见,转基因大豆与非转基因大豆相比,对罗非鱼的一些生理过程造成了一定的影响,但是并未对其生长造成可见的影响。分别于投喂1h、4h和8h以后取罗非鱼胃内容物、肠道内容物和粪便,并分别于4周、7周和继续饥饿2周后,取罗非鱼不同组织,提取DNA,用巢式PCR法检测转基因大豆中的外源基因在各种组织中的分布,结果显示在胃内容物、肠内容物、粪便、心脏、肝脏、胃、肠、卵巢、精巢、脑、鳃丝、脾脏、胆囊、肌肉等不同部位的DNA中都能检测到外源基因的存在,说明转基因大豆中的外源DNA并不能被罗非鱼的消化道完全降解,其DNA片段可能通过消化吸收转移到鱼体的各种组织。在投喂转基因饲料7周以后以及停止投喂饥饿2周以后分离水体中的微生物,提取其DNA,进行转基因检测。结果显示在所分离纯化的各种微生物中都没有检测到转基因大豆中外源基因35S-EPSPS的存在。

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对虾病害在世界范围内的广泛传播,给水产养殖和沿海农村经济造成了重大损失。自1993 年对虾白斑病暴发以来,中国明对虾的养殖一直一蹶不振。引起对虾大规模死亡的原因是多方面的,其主要原因是养殖环境恶化、对虾种质退化和抗病力下降。因此,深入开展对虾免疫机制研究,并在此基础上寻找对虾疾病防治的有效方法,改良种质和培育抗病品系,已成为对虾养殖业走可持续发展之路的当务之急。 Toll 样受体(Toll-like receptors, TLRs)家族是进化保守的哺乳动物模式识别蛋白(pattern recognition receptors, PRR),在先天免疫系统中起着非常重要的作用。本研究采用同源克隆和RACE(rapid amplification of cDNA ends)技术从中国明对虾中克隆到Toll 样受体同源基因,并将其命名为FcToll。它全长4115 bp,3’UTR 包含16 个poly A 尾巴,开放阅读框编码931 个氨基酸的多肽。预测的该多肽包含典型的Toll 样受体结构,分为胞外区、跨膜区和胞内区。其中胞外区有信号肽,有16 个富含亮氨酸的重复序列eucine-rich repeats, LRR),并含有2个LRR-C 末端基序和2 个LRR-N 末端基序;跨膜区是23 个氨基酸的一次跨膜结构域;胞内区是含有139 个氨基酸的TIR 结构域(Toll/Interleukin-1R)。克隆 发现FcToll 的基因组结构包含5 个外显子和4 个内含子。系统发生分析揭示FcToll归属于“昆虫型”的无脊椎动物Toll 样受体家族。组织分布研究发现FcToll 在中国明对虾中是组成型表达的,在淋巴器官中表达量较显著。分别利用不同病原体刺激健康的中国明对虾,Real-time PCR 发现该基因在刺激后表达水平呈现不同的表达谱:灭活鳗弧菌(Vibrio anguillarum)注射后5 小时,该基因表达显著 上调;而WSSV(white spot syndrome virus)注射后该基因表达则迅速下调,感染后23 小时内其表达水平均低于对应时间点的对照组。这就表明FcToll 可能参与中国明对虾的先天免疫防御,尤其可能参与入侵弧菌的免疫应答。

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对生长在青藏高原不同海拔自然生境下的多年生典型抗寒植物-矮蒿草(Kobresia humilis)的抗氧化系统进行了比较研究。结果表明,矮蒿草的叶组织中,非酶抗氧化系统物质脯氨酸(Pro)和抗坏血酸(AsA),随着海拔升高具有明显的增加趋势。在抗氧化酶系统中,过氧化物酶(POD)和过氧化氢酶(CAT)活性均随海拔的升高,而明显增强。但叶中的超氧化物歧化酶(SOD),随着海拔的升高,其活性有下降趋势,三者变化趋势并不一致。高海拔矮蒿草的植株与低海拔的植株相比,叶细胞内的膜脂过氧化加剧,丙二醛(MDA)含量明显增。细胞可溶性蛋白也随海拔升高显著增加。根中的抗氧化系统变化与叶中的有所不同。根中AsA含量随海拔而显著升高,且较叶中的增加明显,但Pro含量则有所减少。根中的CAT和POD活性变化与叶中的变化趋势基本一致,且随海拔高度的增加,根中的CAT活性较叶中的变化更为明显。而根中的SOD活性变化不如叶中明显,MDA含量随海拔增高,其变化趋势比叶中的小。可见,青藏高原典型抗寒植物矮蒿草体内的两类抗氧化系统,在不同海拔条件下可能存在互补协同的调节作用,这可能是矮蒿草适应或抵抗高原极端高寒低温和强UV-B辐射等环境胁迫的重要生理机制之一。

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The presumed pair relationships of intercontinental vicariad species in the Podophyllum group (Sinopodophyllum hexandrum vs. Podophyllum pelatum and Diphylleia grayi vs. D. cymosa) were recently, considered to be paraphyletic. In the present paper, the trnL-F and ITS gene sequences of the representatives were used to examine the sister relationships of these two vicariad species. A heuristic parsimony analysis based on the trnLF data identified Diphylleia as the basal clade of the other three genera, but provided poor resolution of their inter-relationships. High sequence divergence was found in the ITS data. ITS1 region, more variable but parsimonyuninformative. has no phylogenetic value, Sequence divergence of the ITS2 region provided abundant, phylogenetically informative variable characters. Analysis of ITS2 sequences confirmeda sister relationship between the presumable vicariad species, in spite of a low bootstrap support for Sinopodophyllum hexandrum vs. Podophyllum pelatum. The combined ITS2 and trnL-F data enforced a sister relationship between Sinopodophyllum hexandrum and Podophyllum pelatum with an elevated bootstrap support of 100%. Based on molecular phylogeny, the morphological evolution of this group was discussed. The self-pollination might have evolved from cross-fertilization two times in this group. The different pollination and seed dispersal systems of Sinopodophyllum hexandrum and Podophlyllum pelatum resulted from their adaptations to different ecological habitats. The divergence time of Sinopodophyllum hexandrum-Podophyllum pelatum is estimated to be 6.52+/-1.89 myr based on the ITS divergence. The divergence of this species pair predated or co-occurred with the recent uplift of the Himalayas 4-3 myr during the late Miocene and the formation of the alpine habitats. Sinopodophyllum hexandrum developed a host of specialized characters in its subsequent adaptation to the arid alpine surroundings. The present study confirmed the different patterns of species relationship between Asian-North American disjuncts. The isolation of plant elements between North America and eastern Asia must have been a gradual process, resulting in the different phylogenetic patterns and divergence times of the disjuncts.

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针对混装配线设计这一有约束的多目标优化问题,建立了数学模型。将基于Pareto的解的分级方法与Lp-范数形式的非线性机制相组合,构建了基于遗传退火算法多目标优化方法。重点阐述了个体编码、染色体检修、多目标处理机制等关键技术。设计了算法流程图,并开发了优化程序。该方法克服了加权和方法的不足,用模拟退火改善了遗传算法全局寻优性能。计算实例表明,随着迭代次数的增加,每代的非受控点逐渐收敛于Pareto最优边界,是一种混装线设计多目标优化的新方法。

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Evaluating the mechanical properties of rock masses is the base of rock engineering design and construction. It has great influence on the safety and cost of rock project. The recognition is inevitable consequence of new engineering activities in rock, including high-rise building, super bridge, complex underground installations, hydraulic project and etc. During the constructions, lots of engineering accidents happened, which bring great damage to people. According to the investigation, many failures are due to choosing improper mechanical properties. ‘Can’t give the proper properties’ becomes one of big problems for theoretic analysis and numerical simulation. Selecting the properties reasonably and effectively is very significant for the planning, design and construction of rock engineering works. A multiple method based on site investigation, theoretic analysis, model test, numerical test and back analysis by artificial neural network is conducted to determine and optimize the mechanical properties for engineering design. The following outcomes are obtained: (1) Mapping of the rock mass structure Detailed geological investigation is the soul of the fine structure description. Based on statistical window,geological sketch and digital photography,a new method for rock mass fine structure in-situ mapping is developed. It has already been taken into practice and received good comments in Baihetan Hydropower Station. (2) Theoretic analysis of rock mass containing intermittent joints The shear strength mechanisms of joint and rock bridge are analyzed respectively. And the multiple modes of failure on different stress condition are summarized and supplied. Then, through introducing deformation compatibility equation in normal direction, the direct shear strength formulation and compression shear strength formulation for coplanar intermittent joints, as well as compression shear strength formulation for ladderlike intermittent joints are deducted respectively. In order to apply the deducted formulation conveniently in the real projects, a relationship between these formulations and Mohr-Coulomb hypothesis is built up. (3) Model test of rock mass containing intermittent joints Model tests are adopted to study the mechanical mechanism of joints to rock masses. The failure modes of rock mass containing intermittent joints are summarized from the model test. Six typical failure modes are found in the test, and brittle failures are the main failure mode. The evolvement processes of shear stress, shear displacement, normal stress and normal displacement are monitored by using rigid servo test machine. And the deformation and failure character during the loading process is analyzed. According to the model test, the failure modes quite depend on the joint distribution, connectivity and stress states. According to the contrastive analysis of complete stress strain curve, different failure developing stages are found in the intact rock, across jointed rock mass and intermittent jointed rock mass. There are four typical stages in the stress strain curve of intact rock, namely shear contraction stage, linear elastic stage, failure stage and residual strength stage. There are three typical stages in the across jointed rock mass, namely linear elastic stage, transition zone and sliding failure stage. Correspondingly, five typical stages are found in the intermittent jointed rock mass, namely linear elastic stage, sliding of joint, steady growth of post-crack, joint coalescence failure, and residual strength. According to strength analysis, the failure envelopes of intact rock and across jointed rock mass are the upper bound and lower bound separately. The strength of intermittent jointed rock mass can be evaluated by reducing the bandwidth of the failure envelope with geo-mechanics analysis. (4) Numerical test of rock mass Two sets of methods, i.e. the distinct element method (DEC) based on in-situ geology mapping and the realistic failure process analysis (RFPA) based on high-definition digital imaging, are developed and introduced. The operation process and analysis results are demonstrated detailedly from the research on parameters of rock mass based on numerical test in the Jinping First Stage Hydropower Station and Baihetan Hydropower Station. By comparison,the advantages and disadvantages are discussed. Then the applicable fields are figured out respectively. (5) Intelligent evaluation based on artificial neural network (ANN) The characters of both ANN and parameter evaluation of rock mass are discussed and summarized. According to the investigations, ANN has a bright application future in the field of parameter evaluation of rock mass. Intelligent evaluation of mechanical parameters in the Jinping First Stage Hydropower Station is taken as an example to demonstrate the analysis process. The problems in five aspects, i. e. sample selection, network design, initial value selection, learning rate and expected error, are discussed detailedly.

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Ju Nan of Shandong province is located at southwest of Sulu UHP (ultrahigh-pressure) metamorphic terrane. It is composed of gneiss, paragneiss, eclogites, ultramafic rocks, marble and quartzite. A large ductile shear zone extends east-west has been found at the Zhubian, The south of Junan county. The Zhubian ductile shear zone is composed of high srain rock and mylonites. The mylonites fall into 3 types: Initial gneiss mylonite, mylonite and altramylonit.obvious lineation of penetration,foliation,S-Cfabrics,porphyroclasts,folds,irregularundulatory,extinction,subgrain boundary, dynamic recrystallization microstructure, core-mantle structure and are common in the ductile shear zone. Based on field work and microstructural analyse, a conclution is arrived: The ductile shear zone is an approximately SE trending faults. The Zhubian ductile shear zone formed at Ep ―Hb facies conditions which could be proved by deformaed and metamorphosed mineral aggregates, Deformation behavior, Ternary-feldspar geothermometry and so on. Zircon MC―ICP―MS U-Pb analysis is performed on the mylonite and have an average age ―835.9±13.9Ma, it’s the primary rocks formed age. The Zhubian ductile shear zone maybe formed at 224-242Ma.

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Dibenzodioxin adsorption/desorption on solid surfaces is an important issue associated with the formation, adsorption, and emission of dioxins. Dibenzodioxin adsorption/desorption behaviors on inorganic materials (amorphous/mesoporous silica, metal oxides, and zeolites) were investigated using in situ FT-IR spectroscopy and thermogravimetric (TG) analysis. Desorption temperatures of adsorbed dibenzodioxin are very different for different kinds of inorganic materials: similar to 200 degrees C for amorphous/mesoporous silica, similar to 230 degrees C for metal oxides, and similar to 450 degrees C for NaY and mordenite zeolites. The adsorption of dibenzodioxin can be grouped into three categories according to the red shifts of the IR band at 1496 cm(-1) of the aromatic ring for the adsorbed dibenzodioxin: a shift of 6 cm-1 for amorphous/mesoporous silica, a shift of 10 cm(-1) for metal oxides, and a shift of 14 cm(-1) for NaY and mordenite, suggesting that the IR shifts are proposed to associated with the strength of the interaction between adsorbed dibenzodioxin and the inorganic materials. It is proposed that the dibenzodioxin adsorption is mainly via the following three interactions: hydrogen bonding with the surface hydroxyl groups on amorphous/mesoporous silica, complexation with Lewis acid sites on metal oxides, and confinement effect of pores of mordenite and NaY with pore size close to the molecular size of dibenzodioxin.

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Gohm, Rolf; Dey, S., 'Characteristic function for ergodic tuples', Integral Equations and Operator Theory 58(1) pp.43-63 RAE2008

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Iantchenko, A.; Sj?strand, J., (2001) 'Birkhoff normal forms for Fourier integral operators II', American Journal of Mathematics 124(4) pp.817-850 RAE2008

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Greaves, G.; Meneau, F.; ap Gwynn, I.A.; Wade, S., (2003). The rheology of collapsing zeolites amorphized by temperature and pressure. Nature Materials 2, 622-629. RAE2008

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An introductory laboratory on the identification of analgesics in an unknown sample. Ideal for the first week of an organic chemistry sequence to get students familiar with their surroundings. Students extract, isolate, and perform thin layer chromatography on aspirin, acetominophen, or ibuprofen.