Zobrazeno 1 - 10
of 47
pro vyhledávání: '"V. F. Ilyushin"'
Autor:
V. F. Ilyushin, B. I. Nigmatulin, R. V. Vasil’eva, Yu. G. Dragunov, V. N. Blinkov, A. V. Nekrasov, A. G. Ageev, N. B. Trunov, B. M. Korol’kov
Publikováno v:
Power Technology and Engineering. 37:104-109
The separation system of a PGV-1000 steam generator is modernized on the basis of bench tests of model PGV-1000 steam generators, full-scale tests of steam generators, and computational analysis of the results of these tests. The changes concern the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9e230e0556ffdff04d27e15399a216a
https://doi.org/10.1023/a:1024693011642
https://doi.org/10.1023/a:1024693011642
Publikováno v:
Hydrotechnical Construction. 34:238-242
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07f286fb2fbc2cb7dc82f0aed0abb823
https://doi.org/10.1007/bf02765972
https://doi.org/10.1007/bf02765972
Autor:
V. F. Ilyushin
Publikováno v:
Hydrotechnical Construction. 30:606-612
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9ebf7f8ecc2a6fc8c58857a7247cde88
https://doi.org/10.1007/bf02442973
https://doi.org/10.1007/bf02442973
Autor:
V. F. Ilyushin
Publikováno v:
Hydrotechnical Construction. 30:321-328
1. The main problems when designing pressure tunnels are the maximum use of the bearing properties of the enclosing soil mass and prevention of leakage of water from the structure into the mass. The first condition is fulfilled completely in the case
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40b4a3e951d22112455bd4238c56db0e
https://doi.org/10.1007/bf02443115
https://doi.org/10.1007/bf02443115
Autor:
V. F. Ilyushin
Publikováno v:
Hydrotechnical Construction. 30:69-76
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::525c5b40741bbe644668472143b95c56
https://doi.org/10.1007/bf02446389
https://doi.org/10.1007/bf02446389
Autor:
V. F. Ilyushin
Publikováno v:
Hydrotechnical Construction. 28:672-679
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e94198b8c4e8ae0e15fc58d81c0b1e31
https://doi.org/10.1007/bf01545728
https://doi.org/10.1007/bf01545728
Autor:
V. F. Ilyushin
Publikováno v:
Hydrotechnical Construction. 28:344-355
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9cea74bbde32d0fdd437e6185f815fb
https://doi.org/10.1007/bf01545470
https://doi.org/10.1007/bf01545470
Autor:
V. F. Ilyushin, S. N. Sheichenko
Publikováno v:
Hydrotechnical Construction. 27:559-562
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82f34c82be97d6e6aa6b12c32747fc35
https://doi.org/10.1007/bf01545379
https://doi.org/10.1007/bf01545379
Autor:
V. F. Ilyushin
Publikováno v:
Hydrotechnical Construction. 27:526-531
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddc25c35800aaba80ae64f58d4ea0f4c
https://doi.org/10.1007/bf01545373
https://doi.org/10.1007/bf01545373
Publikováno v:
Hydrotechnical Construction. 24:237-243
1. Calculations of underground structures located in hard and soft rock masses weakened by joint systems should be carried out on the basis of physically nonlinear models taking into account not only the presence of the joints but also their structur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc1cff47760b2b18e9bd9b65dd22094d
https://doi.org/10.1007/bf01428208
https://doi.org/10.1007/bf01428208