黎曼.斯帝阶斯积分的存在条件

Ｐ．Ｎａｌｌｉ和Ｇ．Ａｎｄｒｅｏｌｉ曾发表了关于黎曼．斯帝阶斯积分的存在条件，陈建功和严绍在一篇论文中指出该条件的充分性的原证有误，并给出了一个严格的证明，但证明较繁杂。本文对该条件的充分性给出了一个简短的证明。     

影响LiNbO3波导型F-P滤波器性能的因素

分析了影响LiNbO3波导型F P滤波器性能的3个因素:传输损耗、端面缺陷、温度变化.推导了在考虑波导损耗时的功率传输函数表达式,制作的质子交换LiNbO3光波导的传输损耗为0.35 dB/cm左右,指出在F P腔长较短(0.5~1.0 mm或更短)时,传输损耗不是影响滤波器性能的主要因素.引入端面缺陷因子来分析缺陷对滤波器功率传输函数和精细度的影响,经分析表明要使滤波器保持良好的性能,其缺陷因子不应远大于20 nm.最后分析了温度对滤波器性能的影响,指出温度变化使F P腔的中心波长发生漂移,但对峰值功率传输系数和精细度无影响.     

f-heredity knowledge and f-heredity mining

Using S-rough sets, this paper gives the concepts of f-heredity knowledge and its heredity coefficient, and f-variation coefficient of knowledge; presents the theorem of f-attribute dependence of variation coefficient and the relation theorem of heredity-variation. The attribute dependence of f-variation coefficient and the relation of heredity-variation are important characteristics of S-rough sets. From such discussion, this paper puts forward the heredity mining of f-knowledge and the algorithm of heredity mining, also gives its relative application.     

Seasonal variation of snow microbial community structure in the East Rongbuk glacier, Mt. Everest

Mt. Everest, the zenith of the world, plays an impor- tant role in the global climate change. During the lastdecade, some studies on glacier and snow have been undertaken in this region. The climate and environment changes in the past hundred years have b…     

Response of downstream sediment to water resource development in mainstream of the Lancang River

The impact of hydropower cascades of the Lancang River on downstream sedimentation has become one of the key problems in the research of the transboundary water resource development and its possible environmental effects. In this paper, the newest sediment data series spanning 17 years （1987-2003） at Yunjinghong hydrometric station and Chiang Saen hydrometric station, in northern Thailand, are analyzed to reveal these effects. Monthly mean sediment concentration data of the two stations are compared in-phase and yearly series are analyzed by the method of correlation and regression analysis and causality test. The analysis result shows that, though both of them are located at lower reaches of Manwan and Dachaoshan hydropower stations which are already constructed and in use, the sediment responses of the two stations are different under the regulation of the hydropower stations Annual series at Yunjinghong station are positively correlated but do not match well with those at Chiang Saen station. In addition, the results of Granger causality test on the time series also suggest that the series of maximum monthly mean sediment concentration of the Yunjinghong station each year may give cause for the ones of Chiang Saen station, while the series of minimum monthly mean sediment concentration each year and annual mean sediment concentration of Yunjinghong do not evidently give cause for the ones of the other station. Undoubtedly, this discovery will provide new evidences to assess the impacts of cascades construction in mainstream of the Lancang River on the variation of downstream sediment and its transboundary effects.     

磷胁迫下不同基因型大豆苗期磷吸收利用差异的研究

在缺磷和低磷胁迫条件下，对不同基因型大豆苗期磷吸收利用的差异进行了研究．结果表明：缺磷胁迫下，磷高效基因型（K1、K2）叶部的吸磷量均大于磷中效（Z1、Z2）、低效（M1、M2）基因型，但根、茎的吸磷量与磷中效基因型差异不明显；低磷胁迫下，磷高效基因型根、叶的吸磷量均大于磷中、低效基因型，但茎部吸磷量与磷中效基因型差异不明显．缺磷和低磷胁迫下，磷高效基因型磷利用率的适应性均未表现出优势．磷高效基因型并非所有性状的适应性均能表现出优势。     

北京大气中痕量烷烃的浓度分析与研究

采用二步深冷浓缩与气相色谱质谱联用（ACIS-GC／MS）对北京大气中痕量烷烃进行长期连续观测，观测数据表明：日变化有双峰和三峰变化，冬、春呈现与交通高峰吻合的双峰变化，即：上午08：00点至10：00和下午17：00前后各出现一个高值；四季日变化中夜间22：00出现第三峰值；夏季变化呈三峰型，最大值在正午前后．季变化峰值出现在夏季，低值出现在冬季．     

中子测井问题的有限元模拟

在测井条件下,系统研究了输运方程的Galerkin变分问题的有限元求解过程。提出了对二维、三维测井区域都适用的有限元剖分方法,在中子测井问题的有限元模拟程序中实现了稳态与非稳态问题的统一处理。计算实例验证了该方法的有效性。     

简支梁桥体外预应力筋受活载作用的应力变化

利用研发的体外预应力混凝土桥梁结构弹性阶段非线性分析专用程序 ,对几种典型跨径体外预应力混凝土简支梁桥的体外预应力钢束在汽车活载作用下的应力变化进行分析 ,研究了结构跨高比、体外预应力钢束与结构的粘结关系、转向块间距等参数对计算结果的影响 .同时也与相同条件下的传统体内预应力结构的预应力钢束的应力变化幅度进行比较 .这项研究是体外预应力钢束体系疲劳评价研究的一部分     

方形钢管混凝土构件局部屈曲理论分析与试验研究

通过刚性基底上沿非受载边弹性约束、面内均匀受压矩形板屈曲行为的分析研究,用里兹能量变分法建立了满足上述边界条件的板弹性屈曲强度的计算公式.通过考虑内填混凝土对组成钢板边界约束的增强作用,进一步用于方形钢管混凝土局部屈曲强度的计算,计算结果与已有方钢管混凝土柱局部屈曲试验结果基本吻合.图4,表3,参10.