Zobrazeno 1 - 10
of 79
pro vyhledávání: '"Yuri S. Karinski"'
Publikováno v:
Applied Sciences, Vol 13, Iss 3, p 1933 (2023)
RC flat slabs supported by an array of columns subjected to the action of impulsive pressure were investigated. The slabs were designed for static loads according to current standards. The dynamic responses of 4 × 4- and 8 × 8-column-supported slab
Externí odkaz:
https://doaj.org/article/cf68f6ddf0fc4cf3885e11a946196477
Publikováno v:
Infrastructures, Vol 7, Iss 10, p 125 (2022)
Cracking is an inherent characteristic of a reinforced-concrete (RC) element subjected to tension or bending. The crack width growth with loading depends on the rebar-concrete bond behavior. RC bridges are designed under strict requirements to ensure
Externí odkaz:
https://doaj.org/article/e1a64f37f0d5481d91d1a7432243328d
Publikováno v:
Infrastructures, Vol 7, Iss 3, p 40 (2022)
Crack width is a major performance criterion in reinforced-concrete structures, in general, and is of utmost importance in ensuring bridge performance, in particular. A reliable theory-based method is required to assess crack widths and gain insight
Externí odkaz:
https://doaj.org/article/e24a119092ed40478d75e2c21690da59
Publikováno v:
Structural Concrete. 24:1386-1401
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d05a8155fc1a29b2f77cd7b969cb72de
https://doi.org/10.1002/suco.202200095
https://doi.org/10.1002/suco.202200095
Publikováno v:
Journal of Engineering Mathematics. 140
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea4746a9f08c8ed1195201d4e95ffab3
https://doi.org/10.1007/s10665-023-10270-x
https://doi.org/10.1007/s10665-023-10270-x
Publikováno v:
International Journal of Protective Structures. 13:439-466
This paper presents a realistic model for the simulation of a progressive collapse scenario in a typical low-rise building that is constructed from RC flat slabs and supported by columns. The progressive collapse scenario starts after failure of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::396bfed1b73e8c4ae31e68e2675978ce
https://doi.org/10.1177/20414196221078024
https://doi.org/10.1177/20414196221078024
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 45:2078-2101
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::caab6420d95ed21c834bfe4002eab242
https://doi.org/10.1002/nag.3256
https://doi.org/10.1002/nag.3256
Publikováno v:
International Journal of Protective Structures. 12:174-205
This study focuses on a RC building with flat slabs that were designed according to current standards. A scenario of a slab with failed connections that is detached from its supporting columns and is falling downward is considered, and the impact res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f29d777a40d1178f4508057ad1acc27e
https://doi.org/10.1177/2041419620964221
https://doi.org/10.1177/2041419620964221
Publikováno v:
International Journal of Solids and Structures. :181-188
The behavior of cementitious materials under severe loadings is of major importance for the security and protection of concrete structures. One of the key mechanical properties of materials subjected to extremely high loading is the relationship betw
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c05aaabb2c29334f628900ac71b8f9a
https://doi.org/10.1016/j.ijsolstr.2019.10.016
https://doi.org/10.1016/j.ijsolstr.2019.10.016
Autor:
Avraham N. Dancygier, Yuri S. Karinski
Publikováno v:
fib Bulletin 95. Fibre Reinforced Concrete: From Design to Structural Applications
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca400b34cdc4409c95780aa3fea913b8
https://doi.org/10.35789/fib.bull.0095.ch25
https://doi.org/10.35789/fib.bull.0095.ch25
