Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Øyvind Wiig Petersen"'
Publikováno v:
Reliability Engineering & System Safety. 235:109211
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 233:105331
Publikováno v:
Engineering structures
Several studies have shown that site measurements of the buffeting responses of long-span bridges do not always agree with predictions from analytical models. The observed discrepancy is believed to be explained by the variability in the wind’s tur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d0ed79f6cba4314be28616cc9042ffba
https://hdl.handle.net/11250/3053219
https://hdl.handle.net/11250/3053219
Publikováno v:
Journal of Structural Engineering
A large data set of wind and acceleration data collected through long-term monitoring of the Hardanger Bridge in Norway is described in this data paper. The data set includes both raw data and organized data, and it is published in an open-access dat
Autor:
Øyvind Wiig Petersen, Ole Øiseth
Publikováno v:
Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations ISBN: 9780429279119
Wind loading is an essential aspect in the robust design of long-span bridges, but is often not well-known and cannot be measured directly. On the other hand, the wind-induced responses can easily be measured with accelerometers in structural health
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3b9598a8bfb570b1a07ead1e86ff94b
https://doi.org/10.1201/9780429279119-213
https://doi.org/10.1201/9780429279119-213
Publikováno v:
Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations ISBN: 9780429279119
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::123fa25717b4d618c95ecf0de26debd9
https://doi.org/10.1201/9780429279119-462
https://doi.org/10.1201/9780429279119-462
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 223:104948
Publikováno v:
Structure and Infrastructure Engineering
There are many uncertainties related to existing bridges that are approaching or have exceeded their original design life. Lifetime extension analysis of bridges should be based on validated numerical models that can be effectively established. This
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4eb7a2f5b22cf3807cb00e9f95f4b00e
https://hdl.handle.net/11250/3012258
https://hdl.handle.net/11250/3012258
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics
In the last decade, the bridge aerodynamics community has pivoted towards the investigation and prediction of nonlinear aerodynamic phenomena. Several nonlinear models have been suggested, but the research community has yet to conclude on the best ty
Publikováno v:
Mechanical Systems and Signal Processing, 120
The dynamic behaviour of long-span bridges is governed by stochastic loads from typically ambient excitation sources. In real life, these loads cannot be measured directly at full scale. However, inverse methods can be utilised to identify these unkn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::60320927b20b9922191121a42cfaffd2
http://resolver.tudelft.nl/uuid:ccdf6ca8-3adf-44a3-865d-43f4112fed8d
http://resolver.tudelft.nl/uuid:ccdf6ca8-3adf-44a3-865d-43f4112fed8d