Zobrazeno 1 - 10
of 86
pro vyhledávání: '"László Dunai"'
Publikováno v:
Buildings, Vol 14, Iss 2, p 535 (2024)
A temporary monitoring system was installed on the 175-year-old historical Széchenyi Chain Bridge during its reconstruction. The bridge is in the downtown area in the capital city of Hungary and plays a significant role in the city life of Budapest.
Externí odkaz:
https://doaj.org/article/32eb4d43214149b78185848a926e1ca9
Publikováno v:
Results in Engineering, Vol 15, Iss , Pp 100555- (2022)
Before the recent reconstruction, significant corrosion damages were observed on the deck system of the ∼170-year-old Széchenyi Chain Bridge. Therefore, an advanced reliability analysis-based study is executed to assess the risk of failure of the
Externí odkaz:
https://doaj.org/article/c353661024844fb383d14a00507dbaa5
Publikováno v:
Buildings, Vol 13, Iss 4, p 1057 (2023)
The numerical model-based design is commonly applied to steel structures using advanced numerical models and analysis. These models often contain stress concentration zones, which can cause problems for designers within the evaluation process. There
Externí odkaz:
https://doaj.org/article/a1e0d8a3ed3c4ed59da1f5d3474e68e1
Publikováno v:
ce/papers. 5:143-150
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4337765167a4dfeaf684d05008245b9
https://doi.org/10.1002/cepa.1739
https://doi.org/10.1002/cepa.1739
Autor:
László Gergely Vigh, Dániel Honfi, László Dunai, Ádám Zsarnóczay, József Simon, Máté Dohány, Zsolt Berki
Publikováno v:
Scientia et Securitas. 2:440-451
Summary. Safety and security of critical infrastructure networks is one of today’s top priorities, as they are getting increasingly complex and interdependent. Thus, their potential failure due to unforeseen and extreme events may result in excessi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6c8c6969794f291f9b019566a663c6c
https://doi.org/10.1556/112.2021.00073
https://doi.org/10.1556/112.2021.00073
Publikováno v:
Bauingenieur. 97:270-279
Rahmenecken in Portalrahmen aus Stahl mit Schraubverbindungen weisen typischerweise Steifen auf, um eine angemessene Tragfähigkeit zu gewährleisten. Die Ausführung mit Teilsteifen ermöglicht eine Kosteneinsparung, muss sich jedoch durch die Berü
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a3f7c7fc8ef146bba1b797053092826
https://doi.org/10.37544/0005-6650-2022-09-42
https://doi.org/10.37544/0005-6650-2022-09-42
Publikováno v:
Mechanical Systems and Signal Processing. 196:110333
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a7d707bf6c95cd7a91a03590a4c1ee0
https://doi.org/10.1016/j.ymssp.2023.110333
https://doi.org/10.1016/j.ymssp.2023.110333
Autor:
Balázs Kövesdi, László Dunai
Publikováno v:
Journal of Computational and Applied Mechanics. 15:101-114
The Széchenyi Chain Bridge is a 170-year-old historical structure located in the downtown of Budapest. The superstructure of the bridge was reconstructed several times in its history and currently the renewal process of the bridge is under considera
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::323d205c67f0da7a5859f53f80d38201
https://doi.org/10.32973/jcam.2020.007
https://doi.org/10.32973/jcam.2020.007
Publikováno v:
Behaviour of Steel Structures in Seismic Areas ISBN: 9781003211198
Behaviour of Steel Structures in Seismic Areas
Behaviour of Steel Structures in Seismic Areas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c446b5605107d2b1e7b493a63983fc6d
https://doi.org/10.1201/9781003211198-15
https://doi.org/10.1201/9781003211198-15
Publikováno v:
Engineering Structures. 176:396-410
Bridges with box cross-sections are usually stiffened by the combination of longitudinal and transverse stiffeners. The longitudinal stiffeners are loaded by axial force, and the transverse stiffeners should give sufficient support to them. The desig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c05d0467f469eb1c51752b1d80ebc64b
https://doi.org/10.1016/j.engstruct.2018.09.019
https://doi.org/10.1016/j.engstruct.2018.09.019