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  • 1
    ISSN: 1432-2242
    Keywords: Key words Nicotiana sylvestris ; Restriction fragment ; length polymorphism (RFLP) ; Chromosome addition ; Synteny
    Source: Springer Online Journal Archives 1860-2000
    Topics: Biology
    Notes: Abstract  A sesquidiploid hybrid (PPS, 2n=32) between Nicotiana plumbaginifolia (PP, 2n=20) and N. sylvestris (SS, 2n=24) was backcrossed to N. plumbaginifolia to produce monosomic alien addition lines. A total of 89 2n=21 plants, each containing two sets of N. plumbaginifolia chromosomes and a single N. sylvestris chromosome, were obtained in the BC1 and BC2 generations. These plants were classified into 12 groups based on morphological characteristics. The N. sylvestris chromosomes in these plants were identified by RFLP and karyotype analyses. Among the 84 probes tested, 20 could not detect N. sylvestris-specific DNA bands, and the remaining 64 were assigned to 9 normal and 6 aberrant synteny groups. The 9 normal synteny groups corresponded to chromosomes 2, 4, 5, 6, 7, 8, 9, 10 and 12, respectively. Four aberrant synteny groups were the result of chromosome translocations, and 2 were deletions.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Archive of applied mechanics 67 (1997), S. 179-190 
    ISSN: 1432-0681
    Keywords: Key words Curved beams ; Shear Bending
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Summary  This paper presents the exact relationships between the deflections and stress resultants of Timoshenko curved beams and that of the corresponding Euler-Bernoulli curved beams. The curved beams considered are of rectangular cross sections and constant radius of curvature. They may have any combinations of classical boundary conditions, and are subjected to any loading distribution that acts normal to the curved beam centreline. These relationships allow engineering designers to directly obtain the bending solutions of Timoshenko curved beams from the familiar Euler-Bernoulli solutions without having to perform the more complicated shear deformation analysis.
    Type of Medium: Electronic Resource
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