Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Stanko Čolak"'
Publikováno v:
Buildings, Vol 11, Iss 11, p 559 (2021)
One way to improve a structure’s total load-bearing capacity during an earthquake is to apply fiber-reinforced polymers (FRP) to unreinforced walls. The study discusses the use of FRP to strengthen unreinforced masonry (URM) structures. Although, m
Externí odkaz:
https://doaj.org/article/c07c11cc446a400ea2b1b6f6871e811d
Publikováno v:
Buildings
Volume 11
Issue 11
Buildings, Vol 11, Iss 559, p 559 (2021)
Volume 11
Issue 11
Buildings, Vol 11, Iss 559, p 559 (2021)
One way to improve a structure’s total load-bearing capacity during an earthquake is to apply fiber-reinforced polymers (FRP) to unreinforced walls. The study discusses the use of FRP to strengthen unreinforced masonry (URM) structures. Although, m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d67fbdb0601b15f53ce35b73ea23f624
Publikováno v:
Construction and Building Materials. 326:126919
This review explored areas related to the use of concrete-based and cement- based composite materials that can protect against electromagnetic radiation. Based on their potentially desirable properties related to protection against electromagnetic ra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::74a3d89fe2d867a4c17820c2ef57c545
https://doi.org/10.1016/j.conbuildmat.2022.126919
https://doi.org/10.1016/j.conbuildmat.2022.126919
The field of research of this paper are materials used to improve the properties of building materials on the penetration of EM radiation. The danger of EM radiation is encountered in everyday life, especially in today's time when technology is advan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c55ad8a4cc20cfe57d7428645bac1219
https://doi.org/10.2507/31st.daaam.proceedings.111
https://doi.org/10.2507/31st.daaam.proceedings.111
Autor:
Ante Džolan, Stanko Čolak
Publikováno v:
E3S Web of Conferences, Vol 175, p 05048 (2020)
The aim of the work was to carry out a modal analysis of a multiple structure. Own forms of oscillation of the structure for five tones were obtained through the vector iteration process and were presented in table and graphic form. Using the differe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a21ca4edf95ee99a3dfc75d417d818c3
https://doi.org/10.1051/e3sconf/202017505048
https://doi.org/10.1051/e3sconf/202017505048