Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Marian A. Giżejowski"'
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 3, Pp 155-175 (2022)
The research focuses on the properties of foam glass, popular insulation material used in various industries and applications, including construction, chemistry and defence, after several years of use under varying load, thermal and humidity conditio
Externí odkaz:
https://doaj.org/article/6de3110b855543d884a64e02ed3ca722
Recent Progress in Steel and Composite Structures includes papers presented at the XIIIth International Conference on Metal Structures (ICMS 2016, Zielona G�ra, Poland, 15-17 June 2016). The contributions focus on the progress made in theoretical,
Publikováno v:
Buildings, Vol 13, Iss 2, p 307 (2023)
This paper is in the field of elastic flexural-torsional buckling of steel beam-columns of bisymmetric narrow-flange and wide-flange I-section shape. Investigations are focused on the derivation of the strain components and the energy equation, based
Externí odkaz:
https://doaj.org/article/871e64ac06954f5e8942b50e16dfea84
Publikováno v:
Journal of Civil Engineering and Management, Vol 10, Iss 3 (2004)
The paper summarises the current progress in methods of advanced analysis for design of frames with semirigid joints. The methods presented in the paper belong to general secondâ€order refined plasticâ€hinge methods that allow for the combined
Externí odkaz:
https://doaj.org/article/83920711b63b4ad8ade44123ad741615
Autor:
Marian Antoni Giżejowski, Radosław Bronisław Szczerba, Zbigniew Stachura, Marcin Daniel Gajewski
Publikováno v:
Archives of Civil Engineering, Vol vol. 67, Iss No 1, Pp 323-348 (2021)
Steel prismatic elements of equal flanges double-tee section subject to major axis bending and compression, unrestrained in the out-of-plane direction between the supports, are vulnerable to buckling modes associated with minor axis flexural and tors
Externí odkaz:
https://doaj.org/article/c0b878c19b7547aa9563c6c3c3f6260a
Publikováno v:
Archives of Civil Engineering, Vol vol. 67, Iss No 1, Pp 635-656 (2021)
Elastic instability of steel I-section members has been investigated with regard to axial compression, major axis bending as well as compression and major axis bending, based on the Vlasov theory of thin-walled members. Investigations presented in th
Externí odkaz:
https://doaj.org/article/fab3885d50d3410c999f49ad30315d69
Autor:
H.M. Ahmadi, G. De Matteis
Publikováno v:
Modern Trends in Research on Steel, Aluminium and Composite Structures ISBN: 9781003132134
Modern Trends in Research on Steel, Aluminium and Composite Structures
Modern Trends in Research on Steel, Aluminium and Composite Structures
Steel Plate Shear walls (SPSWs) due to their high seismic performance such as ductility and valuable energy dissipation capacity, have been deemed as an effective seismic device in buildings for protecting constructions from fatal fractures. The pres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ad66f80c8eca7dde7f19a2d69fb78c2d
https://doi.org/10.1201/9781003132134-60
https://doi.org/10.1201/9781003132134-60
Autor:
G. De Matteis, H.M. Ahmadi
Publikováno v:
Modern Trends in Research on Steel, Aluminium and Composite Structures ISBN: 9781003132134
Modern Trends in Research on Steel, Aluminium and Composite Structures
Modern Trends in Research on Steel, Aluminium and Composite Structures
Steel Plate shear walls (SPSWs) utilize inelasticity properties of the web plate to reinforce and protect the main members of the structures from fatal fracture phenomena against lateral forces. In this study, slotted shear panels with various layout
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e20ca5dbb64f66aa644d28c0daeee63f
https://doi.org/10.1201/9781003132134-49
https://doi.org/10.1201/9781003132134-49