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Powdery mildew, caused by Sphaerotheca fuliginea (Sf), is a widely distributed and destructive disease of greenhouse and field-grown cucumber plants and causes great yield loss. The objective of this research is to tentatively identify proteins that are differentially expressed in cucumber and are involved in modulating resistance to Sf-inoculation. We comparatively analyzed proteins differentially expressed in Sf-inoculated cucumber leaves using a pair of sister lines, B21-a-2-2-2 (highly susceptible) and B21-a-2-1-2 (highly resistant). To eliminate the interference of ribulose-1,5-bisphosphate carboxylase with low-abundance proteins, total proteins were pre-fractionated by 24 % polyethylene glycol (PEG) and the proteins from supernatant were analyzed by 2-DE. We were successful in establishing the identities of 20 proteins and those identified from the resistant line included proteins involved in metabolic, regulatory, and defense pathways. Our findings are discussed within the context of C. sativus–S. fuliginea interaction and tolerance to this pathogen. The results suggest that the resistance in cucumber is closely related to the enhancement of its primary metabolism, and ethylene modulated signaling in cucumber defense responses against powdery mildew, then defense-related proteins can be up-regulated as a result of altered gene expression.
Plant cell walls primarily comprise lignin, which performs functions of mechanical support, water transport, and stress responses. Lignin biosynthesis pathway proceeds through metabolic grid featuring complexity and diversity in enzymatic reaction. Cinnamate-4-hydroxylase (C4H, EC 1.14.13.11) is the gene encoding enzyme that catalyzes the second step of phenylpropanoid pathway responsible for biosynthesis of lignin. A full-length cDNA of C4H (designated as GbC4H), which spanned 1816-bp with a 1518-bp open reading frame encoding a 505-amino-acid protein, was cloned from Ginkgo biloba. A GbC4H genomic DNA fragment, spanning 3249-bp, was cloned and found to contain two exons and one intron. GbC4H protein showed high similarities with other plant C4Hs to include conserved domains of cytochrome P450 family. GT-1, W-box, and Myb/Myc recognition sites involved in stress response were detected in a 1265-bp upstream promoter region of GbC4H. Phylogenetic analysis suggested the common evolutionary ancestor shared by plant C4Hs including the gymnosperm enzyme. pET-28a-GbC4H plasmid was constructed and expressed in Escherichia coli strain BL21. Enzymatic assay revealed that recombinant GbC4H protein catalyzes conversion of trans-cinnamic acid to p-coumaric acid. Expression analyses in different organs showed high expression of GbC4H in stems and roots, whereas low expressions was found in fruits, carpopodium, and petioles. Further analysis indicated linear correlation of lignin contents with transcript levels of GbC4H among different tissues. GbC4H transcription was increased by treatments with UV-B, cold, salicylic acid, and abscisic acid, indicating the possible role of GbC4H in response to stresses and hormonal signal. Understanding of GbC4H function could benefit molecular breeding and reinforcement of defense mechanisms in Ginkgo.
The application of solid mechanics theory in rock engineering is promoted by the presentation of sheet crack concept and geological model. The special part of rock mass with sheet crack is the problem of structural stability, the failure mechanism of which is different from the structural instability caused by material breakage. First, the rock mass slope with high-steep sheet crack is abstracted into an orthotropic plate to analyze its mechanical forms under different boundary conditions and obtain the non-dimensional buckling critical load of rock mass with sheet crack under different conditions of ratio between thickness and width in the elastic range. Second, the solution toward post-buckling mechanical behaviors of rock mass with sheet crack is processed to obtain the change rules of strength and bearing capacity after buckling, and the analytical solution for post-buckling critical load of rock mass with sheet crack is put forward, providing a new idea for stability analysis of slope and some theoretical reference for similar projects.
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