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The results showed that Linear model and Quadratic model were much more simulated the observed data of Aspergillus versicolor at 4 ℃ and 10℃, in addition, the latter was verified to be better than the formal. At 20℃, 28℃ and 30℃, the effects of simulation by classical Gompertz model and Logistic model had gained better results.

结果表明杂色曲霉在4℃、10℃温度条件下,用Linear模型和Quadratic模型拟合效果较好,且后者优于前者;在20℃、28℃和30℃条件下,用经典Gompertz模型和Logistic模型拟合效果较好。

The iso-electric point of was 4.8-5.2. The amino acid analysis indicated that the recombinant protein is non- N-glycosylated.The ability of 0.5 ug/m rhsTRAIL to induce apoptosis of liver cancer cells SMMC7721 and BEL 7402 could be visioned morphologically. This was further verified by Electrical microscope observision of induced SMMC7721 cells and agarose gel electrophoresis of apoptosis DNA. MTT test results also showed that 0.01 u g/ml purified rhsTRAIL has strong effect to induce apoptosis of SMMC7721 cell.

形态学上观察了rhsTRAIL对肝癌细胞SMMC7721和BEL7402的诱导凋亡活性,发现rhsTRAIL在0.5μg/ml时显示了很好的诱导凋亡活性,并通过电镜观察rhsTRAIL诱导后的SMMC7721细胞,证实了凋亡;同时提取凋亡细胞DNA,进行琼脂糖电泳分析,在分子水平证明凋亡;最后利用SMMC7721细胞分组加入纯化后的rhsTRAIL蛋白,结果显示纯化蛋白含量在0.01μg/ml时细胞就呈现了诱导凋亡活性。

The method was verified to be feasible for calibrating dissolved oxygen analyzer by a series of tests.

因此制备一定浓度的溶氧水并确定其测量不确定度是问题的关键。

On the optical emission part, I utilized Photoluminescence to investigate the emission wavelength. In the first section of my experiments, Indium-OxyNitride nanoparticles, they are octahedrons suggested to be formed via the VS mechanism dispersed on the Silicon substrate, ranging from 50 nm to 1 um in size grown from 600 degrees to 900 degrees in Celsius. The composition is also verified by the EDS apparently. The PL shows the emission wavelength spans the whole red region.

在第一部分的氧化氮铟奈米颗粒中,奈米颗粒推测是以VS的成长机制形成的八面体结构,以成长温度在摄氏600度至900度形成各个尺寸从50奈米至1微米间的奈米颗粒,并可在能量散布光谱中,验证此奈米结构的存在成分,并在光激发萤光光谱中,可以看出此奈米颗粒的发光范围可以涵盖整个红光波段。

At the same time, according to the related theories, theoretical relation of soil water profile was established under the condition of ponded infiltration and limited soil redistribution, the results were verified with measured data and proved to be reasonable.

此外,研究表明,导热率与土壤含水率、土壤水吸力、含盐浓度之间均存在良好的幂函数关系;在取得一定温控条件下的土壤水分与温度分布实测资料的基础上,根据Philip经验方程,通过差分法计算得出温差作用下的水分扩散率,该参数可表示为温度的幂函数形式。

On the basis of research and analysis, the paper makes it clear that the first claim can be both conceptually stated and empirically verified. It also accounts for the phenomenon of emotion seemingly predating cognitive appraisal. In general, its supports the claim that appraisal preconditions the elicitation of emotion.

为此,本文通过对已有研究的分析,阐明了情绪的认知观点既可用概念也可用经验表述和检测;解释了认知观点下情绪产生先于认知评价的现象;强调了情绪的认知评价具有多种形式;支持了评价是情绪产生基础的观点。

All the measurements show that the quality of our samples is excellent. 5. For the first time, the energy bowing parameters of quaternaries are verified experimentally to be non zero, and the values of that for GaInPAs, AlInPAs, AlGaPAs, AlGaInP, AlGaInAs are determined for the first time.

首次从实验上证实四元系的能带弯曲参数不为零,并且利用测量五元系化合物的光致荧光谱的方法,得到了AlGaInP、AlGaInAs、AlGaPAs、AlInPAs、GaInPAs等四元系的能带弯曲参数值。

The parabolic equation can treat large angle incident waves and includes the wave energy loss with Bretchneider—Reid formula which has been verified by lots of indoor and field data, Its numerical model can simulate wave shoaling、refraction、small angle diffraction and bottom friction, and can be aplied to study the wave filed from open sea to shore area.

在抛物型缓坡方程波浪数学模型的建立过程中,采用适用于较大角度传播的基本方程,同时这一模型引入建立在较多实验和实测资料基础上的Bretchnei-der—Reid公式,较好地考虑了底摩损耗问题。该模型可同时考虑波浪的浅水变形、折射和小角度绕射,适用于大范围波浪场的推算。

An algorithm is given by which the number of elementary siphons of an LS3PRnet can be determined, and it is verified that the algorithm is of polynomial complexitywith respect to the number of resource places of the plant net.

对于LS3PR网给出了一种确定基本信标数目的算法,并且证明该算法的计算时间复杂度为LS3PR网中资源库所数目的多项式时间复杂度。

The innovations of the thesis have been shown in several aspects as follows: put forward the transfer mechanism model of the landslide thrust on basis of the soil arching theory, and according to the model the formula about how to compute the thrust acting on the pile and the maximum pile spacing have been deduced. Set up the displacement model about the interaction of the pile and landslide, and their relatively displacement can be taken into consideration when computing the pile, thus the limitation of supposing the distribution of landslide thrust has been avoided, at the same time, the applied condition of the model and the computing procedure have been given. Bring forward the improved computing method of the anti-sliding pile with prestressed cable, which has been verified rational and applicable, making the method more perfectly in theory. Through the study on the mechanical model of the foundation beam with prestressed cable, put up the limit design idea of the structure, and the realization procedure of the idea has been given and programmed with the finite element, which leads to a new thinking for the safe and rational design of the foundation beam with prestressed anchor cable.

本论文的创新之处在于,用土拱理论建立了滑坡推力在抗滑桩与坡体之间的传递机制模型,并由此得到了作用于抗滑桩上的滑坡推力计算式以及最大桩间距的确定条件式;建立了抗滑桩与滑坡体相互作用的位移模型,该模型能考虑桩与坡体相互作用过程中二者相对位移的影响,避免了人为假设滑坡推力分布形式的缺陷,给出了其适用条件和计算过程;提出了预应力锚索抗滑桩的改进计算方法,使得预应力锚索抗滑桩的计算理论更加完善,通过实例验证了该方法的适用性和合理性;在预应力锚索地梁力学计算模型研究的基础上,提出了预应力锚索地梁极限状态设计的新思想,给出了该设计方法的实现途径并编制了有限元计算程序,为锚索地梁合理而安全的设计提供了一种新思路。

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