图是λ3-最优和超级-λ3的范型条件

设G是有限简单无向图,使G-S的每个分支都包含至少k个点的边割S称为G的k-限制边割。G的k-限制边连通度λk(G)是G的k-限制边割之中最少的边数。定义ξk(G)=min{[U,U-]:U V(G),|U|=k,G[U]是连通的},若λk(G)=ξk(G),则称G是λk-最优的。若任意最小k-限制边割都孤立一个k阶分支,则称图G是超级-λk的。应用范型条件给出了图是λ3-最优和超级-λ3的充分条件。     

Effect of a dipeptide inhibiting ubiquitin-mediated protein degradation on nerve-dependent limb regeneration in the newt

The dipeptide Leu-Ala, which inhibits ubiquitin-mediated protein degradation, has been shown to act in vitro as an inhibitor of neurite outgrowth of PC12 cells (Hondermarck et al. [1992] Biochem. Biophys. Res. Commun.189: 280). Using agarose beads as vehicles, we tested, in vivo, the effect of this dipeptide (and the inactive inverse, Ala-Leu, as a control) on limb regeneration in the newt (Triturus cristatus), a nerve-dependent developmental process. Leu-Ala inhibited the growth of mid-bud blastemas without altering blastema differentiation, while Ala-Leu had no effect. Cytological observations of dipeptide-treated blastemas using Bodian staining or neurofilament antibodies showed that all the blastema tissues were unmodified except with regard to innervation. Leu-Ala-treated blastemas were devoid of nerve fibers in the epidermal cap, while the mesenchyme distal to the dipeptide impregnated bead exhibited fewer nerve fibers than did Ala-Leu-treated blastemas, which were similar to the control nontreated blastemas. Thus, Leu-Ala, in reducing blastema innervation, inhibits its growth in the same manner as surgical denervation.     

不同壁材辣素微胶囊的化学法制备与性质研究 Ⅱ：热降解与缓释动力学

以热重法和Achar-Brindley-Sharp-Wendworth计算方法,进行了微胶囊热降解动力学的研究,获得了热分解活化能与反应机理函数.结果表明全部微胶囊热分解过程属于二级反应和一级反应的范畴,有时会产生二级反应过渡到一级反应的情况.释放动力学的研究以甲醇为溶出介质,在290 nm时辣素产生特征羰基吸收峰.结果表明,多孔性、低结晶度微胶囊的释放动力学在表观上比较符合零级规律,突释效应明显;无孔、高结晶度微胶囊的释放动力学在表观上比较符合Higuchi或一级释放规律.     

Modification of rat polymorphonuclear chemotaxis during an acute inflammatory reaction]

The appearance of a serum factor which inhibited the chemotaxis of polymorphonuclears was demonstrated during various acute inflammatory reactions. The activity of this factor was studied in vivo and in vitro.     

盾构隧道施工引起的地层位移对既有桥梁桩基的影响分析

盾构法已成为我国城市地铁施工中一种重要的施工方法,由施工引起的地面沉降对其周围环境的影响是盾构隧道设计和施工中非常重要的问题。本文根据某地铁盾构隧道穿越桥桩工程,应用三维有限差分软件FLAC-3D进行了数值模拟,并对计算结果和实测结果进行了对比和分析,研究了隧道开挖中产生的位移对既有桥桩的影响,得出桩基变形的规律,并提出相应的工程建议。