Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Lidia Buda‐Ożóg"'
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 1, Pp 39-54 (2023)
RC flat slabs are one of the most popular and effective methods of shaping plates in buildings. Although failures of entire structures are relatively rare, they cannot be excluded from the occupancy cycle of the facility. The research analysis presen
Externí odkaz:
https://doaj.org/article/9da5dc0e8cc44cbdbf9bb682854e6950
Autor:
Katarzyna Sieńkowska, Lidia Buda-Ożóg
Publikováno v:
Archives of Civil Engineering, Vol vol. 67, Iss No 4, Pp 123-137 (2021)
The paper presents the assessment of reliability depending on the reinforcement cover thickness for elements subject to bending. Based on the experimental tests of 12 reinforced concrete beams subjected to four-point bending the numerical model was v
Externí odkaz:
https://doaj.org/article/67d3d104f68045a8aa0d30c8992b6de4
Publikováno v:
Archives of Civil Engineering, Vol vol. 67, Iss No 2, Pp 275-292 (2021)
The safety of the masonry structure is determined by the value of the partial factor used, which is influenced by many factors. The variability of these factors determines obtaining significant differences in the load levels of various masonry struct
Externí odkaz:
https://doaj.org/article/781568450de24be9a09656e97510d1ac
Publikováno v:
Budownictwo i Architektura, Vol 19, Iss 4 (2020)
A house or any other building without walls is truly hard to imagine. The first thing usually associated with walls is, of course, masonry. Today, masonry walls perform a load-bearing function in buildings up to four above-ground floors, in the highe
Externí odkaz:
https://doaj.org/article/f84255df697e42c6a3c455731c445ff2
Autor:
Izabela Skrzypczak, Lidia Buda-Ożóg
Publikováno v:
Budownictwo i Architektura, Vol 13, Iss 2 (2014)
Compliance criteria for the sample size n = 3 have a lot of disadvantages [5,6,7] and they can affect the reduction of quality of produced concrete and, consequently, they can cause too much risk of the recipient (the investor) side. Therefore, the e
Externí odkaz:
https://doaj.org/article/a79180d5902c427d81a62c485c916007
Autor:
Lidia Buda-Ożóg
Publikováno v:
Budownictwo i Architektura, Vol 12, Iss 1 (2013)
The following paper presents the analysis of the reliability assessment of a reinforced concrete beam whose shear zone was formed with the use of various truss models. Model 1 is a truss model that was generated using topological optimization. Model
Externí odkaz:
https://doaj.org/article/db4d52c0f79a4c44a07b272fa48e9457
Publikováno v:
Structural Concrete.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be109029ad78ebe4293fada6e81846b9
https://doi.org/10.1002/suco.202200814
https://doi.org/10.1002/suco.202200814
Publikováno v:
Journal of Civil Engineering, Environment and Architecture. 37:33-45
The reliability of building structures is a very important design criterion. The required level of security depends not only on the function and purpose of the facility, but also on the parameters considered at the design stage. There are factors to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9caea693c72464ae3736f8f65277147c
https://doi.org/10.7862/rb.2020.3
https://doi.org/10.7862/rb.2020.3
Publikováno v:
Materials
Volume 14
Issue 17
Materials, Vol 14, Iss 5003, p 5003 (2021)
Volume 14
Issue 17
Materials, Vol 14, Iss 5003, p 5003 (2021)
Technological progress in masonry structures has resulted in the creation of competitive solutions, which force the need for an ever deeper recognition of this type of structure. Masonry is a composite with heterogeneous strength properties. Therefor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cf9c71a1e305b2d77f347dfb3f1a0db3
Publikováno v:
Cement Wapno Beton. 24:276-285
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cbf634e62cdecbd7cdeeb2df7e1c8c28
https://doi.org/10.32047/cwb.2019.24.4.3
https://doi.org/10.32047/cwb.2019.24.4.3