Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Simone Omarini"'
Publikováno v:
Bridge Structures. 15:111-120
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
Autor:
Luca Amerio, Allan Larsen, Guy L. Larose, Miguel Cid Montoya, Santiago Hernández, Stoyan Stoyanoff, Giorgio Diana, Tommaso Argentini, Andrew Allsop, Martin Nymann Svendsen, Simone Omarini, Daniele Rocchi, Guido Morgenthal, José Ángel Jurado, Igor Kavrakov
Publikováno v:
Scopus-Elsevier
This paper is part of a series of publications aimed at the divulgation of the results of the 3-step benchmark proposed by the IABSE Task Group 3.1 to define reference results for the validation of the software that simulate the aeroelastic stability
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0044949ec6268588ed0eb243975e5e0f
http://hdl.handle.net/11311/1118558
http://hdl.handle.net/11311/1118558
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030128142
Bridges crossing steep valleys in mountainous regions may be subjected to large angles of attack of the incoming wind flow, because of the complex orography of the region where the structure is located. Therefore, the aerodynamic analysis of bridges
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2d96e2e058bb542950815bac76068438
https://doi.org/10.1007/978-3-030-12815-9_4
https://doi.org/10.1007/978-3-030-12815-9_4
Autor:
Giorgio Diana, Simone Omarini
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 201:104163
The non-linear aerodynamic effects on a bridge deck section are both experimentally and numerically investigated using a new time-domain numerical model based on the combination of a non-linear corrected quasi-steady theory and a rheological approach
Autor:
Ole Øiseth, Stoyan Stoyanoff, Andrew Allsop, Ho-Kyung Kim, Igor Kavrakov, Daniele Rocchi, Giorgio Diana, Allan Larsen, Teng Wu, Tommaso Argentini, Simone Omarini, Martin Nymann Svendsen, Hiroshi Katsuchi, Ketil Aas-Jakobsen, Michael Styrk Andersen, Guy L. Larose
Publikováno v:
IABSE Symposium, Nantes 2018: Tomorrow’s Megastructures.
The IABSE Task Group 10 (super-long span bridge aerodynamics) has the mandate to create a standard procedure for validation of methodology and software programs applied for stability and buffeting response analyses of super-long span bridges. Precise
A large scale aeroelastic model of the Third Bosporus bridge deck was designed and built to measure the aeroelastic response under different incoming flow conditions and to validate numerical models for the buffeting response of Super-long Span Bridg
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bffd398bce6dbe4783ac248195ab50df
http://hdl.handle.net/11311/1034303
http://hdl.handle.net/11311/1034303