Zobrazeno 1 - 10
of 21
pro vyhledávání: '"S. Lisin"'
Publikováno v:
Physics of Atomic Nuclei. 76:665-668
The half-lives of the isomers 161m1Dy and 161m2Dy (E = 25.6 keV and T 1/2 ∼ 30 ns for the former and E = 74.6 keV and T 1/2 ∼ 3 ns for the latter) placed in a 160Gd2O3 crystal lattice at T = 300 K and surrounded by stable 161Dy nuclei in the comp
Publikováno v:
Bulletin of the Russian Academy of Sciences: Physics. 75:998-1000
The results from a statistical analysis of the evaluated nuclear structure data file (ENSDF) are presented. The article deals with the procedures for evaluating of the quality of the placement of transitions in the level scheme.
Publikováno v:
Marine Ecology Progress Series. 148:269-279
Sporophyte recrultment, holclfast growth and mortality of giant kelp Macrocyst~spynfera were measured seasonally on permanent transects at 3 sltes [protected Intermediate and exposed) along a wave exposure gradient on the Monterey Peninsula, c e n t
Publikováno v:
Refractories. 31:243-246
Choix des refractaires pour la busette d'une installation a coulee continue horizontale. On etudie les performances de la buvette en fonction de la configuration du joint buvette-moule et du type de refractaire : chamotte-graphite ; BN-SiO 2 ou BN-Si
Autor:
S. Lisin
Publikováno v:
Measurement Techniques; Aug2007, Vol. 50 Issue 8, p828-832, 5p
Autor:
V. Guretskii, S. Lisin
Publikováno v:
Measurement Techniques; Jan2006, Vol. 49 Issue 1, p37-42, 6p
Autor:
F. S. Lisin
Publikováno v:
Siberian Mathematical Journal. 19:495-498
Autor:
F. S. Lisin
Publikováno v:
Mathematical Notes of the Academy of Sciences of the USSR. 18:891-894
We consider the space A2(K,γ) of functions which are analytic in the unit disc K and squaresummable in K with respect to plane Lebesgue measureσ with weightγ=¦D¦2, D∈ A2(K, 1), D(z) ≠ 0, z ∈ K. We establish the inequality $$\smallint _K |D
Publikováno v:
Hydrotechnical Construction. 2:569-576
1. In the erection of supporting prisms of dams with local materials placed in thin layers with mechanical compaction, the most suitable from the standpoint of strength and deformability is a rock mass with a content of the fraction smaller than 100
Autor:
E. S. Lisin, M. Sh. Durleshter
Publikováno v:
Hydrotechnical Construction. 1:775-778