Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Igor, Kavrakov"'
Publikováno v:
EXARC Journal, Iss 2024/4 (2024)
The article demonstrates that the building or megaron on the Toumba hill at Lefkandi (Euboea), dating from c.950 BC, was a timber-framed structure, in contrast to the common view of it as a building with loadbearing walls. This raises the possibility
Externí odkaz:
https://doaj.org/article/2b2eb567f4154ae2941722c12780f4f1
Autor:
Igor Kavrakov, Guido Morgenthal
Publikováno v:
Engineering, Vol 3, Iss 6, Pp 823-838 (2017)
Wind-induced vibrations commonly represent the leading criterion in the design of long-span bridges. The aerodynamic forces in bridge aerodynamics are mainly based on the quasi-steady and linear unsteady theory. This paper aims to investigate differe
Externí odkaz:
https://doaj.org/article/0ddd55ad81594fbba542afb95b3c85ee
Autor:
Giorgio Diana, Stoyan Stoyanoff, Andrew Allsop, Luca Amerio, Michael Styrk Andersen, Tommaso Argentini, Filippo Calamelli, Miguel Cid Montoya, Vincent de Ville de Goyet, Santiago Hernández, José Ángel Jurado, Igor Kavrakov, Guy Larose, Allan Larsen, Guido Morgenthal, Daniele Rocchi, Martin N. Svendsen, Teng Wu
Publikováno v:
Structural Engineering International. :1-12
Publikováno v:
IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures.
A physics-informed machine learning model, in the form of a multi-output Gaussian process, is formulated using the Euler-Bernoulli beam equation. Given appropriate datasets, the model can be used to regress the analytical value of the structure’s b
With the increasing spans and complex deck shapes, aerodynamic nonlinearity becomes a crucial concern in the design of long-span bridges. This paper investigates the nonlinear interaction between the gust-induced and motion-induced forces acting on b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2a47898e6e73820fa7cf2ca24a3ca1c3
http://arxiv.org/abs/2109.00441
http://arxiv.org/abs/2109.00441
Autor:
Giorgio Diana Prof., Ole Øiseth Prof., Ho-Kyung Kim Prof., José Ángel Jurado Prof., Guido Morgenthal Prof., Igor Kavrakov Dr, Hiroshi Katsuchi Prof., Guy Larose Dr, Teng Wu Prof., Ketil Aas-Jakobsen Dr, Miguel Cid Montoya Dr, Martin Svendsen Dr, Michael Andersen Dr, Daniele Rocchi Prof., Stoyan Stoyanoff Dr, Andrew Allsop Dr, Santiago Hernández Prof., Allan Larsen Dr, Tommaso Argentini Dr, Simone Omarini Dr
Publikováno v:
Structural Engineering International. 30:401-410
IABSE Task Group 3.1 has the mandate to define reference results for the validation of methodologies and programs used to study both stability and buffeting responses of long-span bridges. These to...
Autor:
Giorgio Diana, Luca Amerio, Michael Stirk Andersen, Stoyan Stoyanoff, Andrew Allsop, Tommaso Argentini, Martin Nymann Svendsen, José Ángel Jurado, Guido Morgenthal, Wu Teng, Guy L. Larose, Simone Omarini, Allan Larsen, Miguel Cid Montoya, Vincent De Ville, Santiago Hernández, Daniele Rocchi, Igor Kavrakov
This paper presents the ongoing benchmark results of IABSE Task Group 3.1. The task of this working group is to create benchmark results for the validation of methodologies and software programs developed to assess the stability and the buffeting res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::24fa2808f0d1b404db5711acec2a68b7
http://hdl.handle.net/11311/1187932
http://hdl.handle.net/11311/1187932
Autor:
Giorgio Diana, Stoyan Stoyanoff, Ketil Aas-Jakobsen, Andrew Allsop, Michael Andersen, Tommaso Argentini, Miguel Cid Montoya, Santiago Hernández, José Ángel Jurado, Hiroshi Katsuchi, Igor Kavrakov, Ho-Kyung Kim, Guy Larose, Allan Larsen, Guido Morgenthal, Ole Øiseth, Simone Omarini, Daniele Rocchi, Martin Svendsen, Teng Wu
IABSE Task Group 3.1 has the mandate to define reference results for the validation of methodologies and programs used to study both stability and buffeting responses of long-span bridges. To this ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::95646506f36b30f818fd34332ad9e8d7
http://hdl.handle.net/11311/1118548
http://hdl.handle.net/11311/1118548
Long-span bridges are prone to wind-induced vibrations. Therefore, a reliable representation of the aerodynamic forces acting on a bridge deck is of a major significance for the design of such structures. This paper presents a systematic study of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1236547e8b5f0d48c83050471baf24ea
Wind effects can be critical for the design of lifelines such as long-span bridges. The existence of a significant number of aerodynamic force models, used to assess the performance of bridges, poses an important question regarding their comparison a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::32435750e0ad2574ab36fd4e3365765d