Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Joanna Kujda"'
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 12, Iss 2 (2017)
In this paper, the analysis of cracking due to tensile stress in a reinforced concrete pipe is presented. The tensile strength of concrete in case of the member of a high relative curvature is significantly different from the strength of uncurved ele
Externí odkaz:
https://doaj.org/article/7ae1cb85982c48dabd45e9746a37ad8c
Autor:
Joanna Kujda
Publikováno v:
MATEC Web of Conferences, Vol 262, p 02001 (2019)
The paper presents analysis of limit state of bearing capacity and reliability of masonry structures. A masonry made of Autoclaved Aerated Concrete (AAC) with mortar for thin-layer joints was proposed. The basic calculations were carried out using th
Externí odkaz:
https://doaj.org/article/eccdb8ce147b4411a6fe48e644178002
Publikováno v:
Procedia Engineering. 193:160-167
Most of the construction works carried out on masonry objects are associated with the strengthening of existing elements or assessment of their load capacity to additional load resulting from the change of use. In this situation, the proposed design
Publikováno v:
MATERIAŁY BUDOWLANE. 1:76-78
Publikováno v:
The Baltic Journal of Road and Bridge Engineering; Vol 12, No 2 (2017): The Baltic Journal of Road and Bridge Engineering; 88–93
The Baltic Journal of Road and Bridge Engineering, Vol 12, Iss 2 (2017)
The Baltic Journal of Road and Bridge Engineering, Vol 12, Iss 2 (2017)
In this paper, the analysis of cracking due to tensile stress in a reinforced concrete pipe is presented. The tensile strength of concrete in case of the member of a high relative curvature is significantly different from the strength of uncurved ele
Publikováno v:
MATEC Web of Conferences, Vol 262, p 06009 (2019)
Eurocod PN-EN 1990 „The basis for structural design” includes general principles for the differentiation of reliability taking into account the consequences of failure. Constructions are classified into three reliability classes RC1 to RC3, for w
Analysis of limit state of load resistance and reliability of masonry structures made of AAC blocks.
Publikováno v:
MATEC Web of Conferences; 2019, Vol. 262, pN.PAG-N.PAG, 6p
Publikováno v:
Journal of Civil Engineering, Environment and Architecture (2016)
Docelowe wartości poziomów (wskaźników) niezawodności według różnych zaleceń normowych krajowych i międzynarodowych nie są spójne. Zalecane wartości wskaźników niezawodności są zwykle podawane dla jednego lub dwóch okresów odniesie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::149d2d97dc08747a2aaca50b1ab90519
http://doi.prz.edu.pl/pl/pdf/biis/583
http://doi.prz.edu.pl/pl/pdf/biis/583
Publikováno v:
E3S Web of Conferences, Vol 49, p 00104 (2018)
The article presents the impact of conformity control on the value of the reliability index. The performed reliability analyses were related to the quality of C20 / 25 class concrete verified on the basis of the compliance criteria for a number of sa
Publikováno v:
Journal of Civil Engineering, Environment and Architecture
Ważnym zagadnieniem mającym decydujący wpływ w ocenie stanu technicznego całej konstrukcji ma jakość materiału konstrukcyjnego, z którego jest on wykonany. Dla żelbetowych wiaduktów drogowych zagrożeniem dla betonu są: dwutlenek węgla,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::357626768e75ff865426cd97d8cd2d56
http://doi.prz.edu.pl/pl/pdf/biis/662
http://doi.prz.edu.pl/pl/pdf/biis/662