Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Jaroslav Halvonik"'
Autor:
Ľudmila Kormošová, Jaroslav Halvonik
Publikováno v:
Structural Concrete. 24:2930-2950
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::791dc7d9d97aaeb15bfda2e90e7dfee2
https://doi.org/10.1002/suco.202200450
https://doi.org/10.1002/suco.202200450
Publikováno v:
Structures. 43:657-668
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c97c3a5e96f3c6719f12e27af356a060
https://doi.org/10.1016/j.istruc.2022.06.065
https://doi.org/10.1016/j.istruc.2022.06.065
Publikováno v:
Key Engineering Materials. 930:119-126
The paper deals with a comparison of the punching shear capacities of the experimental flat slabs without shear reinforcement weakened by openings adjacent columns with the results obtained by the prEC2 model for prediction punching capacity that is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29aaa5f93890edbf14f990632a1d0864
https://doi.org/10.4028/p-163039
https://doi.org/10.4028/p-163039
Publikováno v:
Magazine of Concrete Research. 74:225-235
This paper deals with an evaluation of the generalised partial safety factor for resistance properties by using a statistical determination of a resistance model for predicting the punching capacity. The factor takes the material, model and geometric
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27e7d200975003b8e2e98a677fcd72b8
https://doi.org/10.1680/jmacr.20.00255
https://doi.org/10.1680/jmacr.20.00255
Autor:
Jaroslav Halvonik, Ľudovít Fillo
Publikováno v:
Solid State Phenomena. 322:151-156
The subject of the article is the analysis of the design of concrete members for shear from the point of view of theory and code regulations. These give formulae for verification of shear resistance and recommended limits of individual parameters, re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61397aa0aa21efc46fc24c6da1ae9a0a
https://doi.org/10.4028/www.scientific.net/ssp.322.151
https://doi.org/10.4028/www.scientific.net/ssp.322.151
Autor:
Ľudmila Kormosova, Jaroslav Halvonik
Publikováno v:
Solid State Phenomena. 322:87-93
The paper deals with the results of a loading an isolated fragment of flat slab specimen with two openings located close to the column. Slab specimen was supported by an elongated column and was without shear reinforcement. The accuracy of the releva
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ff3f041d232610d004aeb1bc0d5f051
https://doi.org/10.4028/www.scientific.net/ssp.322.87
https://doi.org/10.4028/www.scientific.net/ssp.322.87
Publikováno v:
Solid State Phenomena. 322:136-141
The paper presents the analysis of the membrane forces and moment redistribution effect on punching shear capacity of flat slabs on the area of the inner column. The previous experimental tests performed on the isolated slab specimens representing th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06d5a0a1eba086fca91bb8ba1db44811
https://doi.org/10.4028/www.scientific.net/ssp.322.136
https://doi.org/10.4028/www.scientific.net/ssp.322.136
Publikováno v:
Engineering Structures. 285:116005
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c78bbd2569cfdf3f6c28ea22416a78fb
https://doi.org/10.1016/j.engstruct.2023.116005
https://doi.org/10.1016/j.engstruct.2023.116005
Publikováno v:
Solid State Phenomena. 309:222-227
Deck slabs of box girder bridges designed according to the theory of allowable stresses are mostly without shear reinforcement. In the case of new bridges, designed according to Eurocodes, significantly increases an application of shear reinforcement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab311c21d552c2bf6ebf7467629caef1
https://doi.org/10.4028/www.scientific.net/ssp.309.222
https://doi.org/10.4028/www.scientific.net/ssp.309.222
Publikováno v:
Solid State Phenomena. 309:186-192
The paper deals with the quality of the current EC2 (2004) model for predicting punching capacity of flat slabs without transverse reinforcement, supported by elongated columns and weakened by two openings placed adjacent to the column. The ratio col
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73433a4c7d3ca1a2a1b4d4729eff21d8
https://doi.org/10.4028/www.scientific.net/ssp.309.186
https://doi.org/10.4028/www.scientific.net/ssp.309.186