恒定磁场对α—淀粉酶的生物效应初探

利用荧光光谱探讨了磁场引起α—淀粉酶构象的变化及其原因。α—淀粉酶在２０℃、ｐＨ６．６的磷酸盐缓冲溶液中，经０．０５～０．２５Ｔ静磁场作用不同时间均能引起荧光强度的明显变化，其变化程度与磁场强度和磁化时间有关，但不伴有最大发射峰位移。用分光光度法考察了磁场对溶解α—淀粉酶活性的影响，未发现活性的明显变化，其结果与磁场对固定化α—淀粉酶活性的影响不一致。提出了磁场对酶分子的生物效应与酶存在形式有关     

三维复杂目标求解的多层快速多极子方法

采用多层快速多极子方法(Multilevel fast multipole algorithm,MLFMA)求解混合场积分方程(Combined field integral equation,CFIE),并选择RWG型基函数,对金属带缝锥球体、三面角反射器以及钻石体的单站RCS(Radar cross section)进行了计算,计算结果与试验吻合良好.在此基础上计算了F-22缩比模型的单站RCS,其计算量、存储量分别达到O(NlogN)量级和O(N)量级,此方法适用于带有尖点和特别细长曲面的三维复杂目标,如战斗机外形的RCS计算分析.     

二维非均匀超音来流下最有利压缩面型面的随机选取法数值研究

采用近年发展起来的随机选取法,研究非均匀二维超音来流流过６种不同形状的楔型压缩面时的波后非均匀超音流场。结果表明来流的非均匀性对下游流场具有重大影响,对６种不同形状楔型压缩面流场的计算表明,单纯用改变压缩面型面的办法难以减少来流的非均匀性,但是可以部分改善下游流场的非均匀程度,在研究的６种型面中,凹圆弧压缩面及等熵压缩面在本文限定的非均匀来流下,其性能优于其它４种型面的压缩面。     

The Strength and Structure of the Coronal Magnetic Field

I discuss a method for determining the strength and spatial structure of the coronal magnetic field by observations of the Faraday rotation of a radio galaxy which is in conjunction with the Sun. Given a knowledge of the plasma density in the outer corona, and the magnetic field sector structure (both independently available), the strength of the coronal field can be determined, as well as the magnitude of spatial variations on scales of 1000 km to several solar radii. Such knowledge is crucial for testing computational models of the solar corona, which are prominently featured in this meeting. Results are presented from observations with the Very Large Array radio telescope of the radio galaxy 3C228 on August 16, 2003, when the line of sight to the source was at heliocentic distances of 7.1−6.2R _⊙. The observations are consistent with a coronal magnetic field which is proportional to the inverse square of the distance in the range 6 ≤ r ≤ 10R _⊙, and has a value of 39 mG at 6.2R _⊙. The Faraday rotation is uniform across the source, indicating an absence of strong plasma inhomogeneity on spatial scales up to 35,000 km.     

台风“麦莎”作用下润扬悬索桥抖振响应实测研究

既有桥梁抖振响应的现场实测研究,是桥梁风工程研究领域的重要手段之一.2005年8月,台风"麦莎"突袭江苏,本文以遭受该台风袭击的润扬长江大桥南汊悬索桥为工程背景,利用该桥结构健康监测系统(SHMS)中风速仪和加速度传感器实时采集的数据,采用时频分析和统计方法对大跨悬索桥的抖振响应进行了现场实测案例研究,主要研究内容包括桥址区的强风特性分析、主梁和缆索振动响应特性分析、振动与风速的关系等.研究结果可用于验证现有抖振理论分析方法的可靠性,同时为其它同类型大跨缆索承重桥梁的抗风设计提供参考.