Folgen
Knut Andreas Kvåle
Knut Andreas Kvåle
Postdoc, Department of Structural Engineering, NTNU
Bestätigte E-Mail-Adresse bei ntnu.no - Startseite
Titel
Zitiert von
Zitiert von
Jahr
Operational modal analysis of an end-supported pontoon bridge
KA Kvåle, O Øiseth, A Rønnquist
Engineering Structures 148, 410-423, 2017
712017
Modelling the stochastic dynamic behaviour of a pontoon bridge: A case study
KA Kvåle, R Sigbjörnsson, O Øiseth
Computers & Structures 165, 123-135, 2016
702016
Long-term extreme response analysis of a long-span pontoon bridge
FIG Giske, KA Kvåle, BJ Leira, O Øiseth
Marine Structures 58, 154-171, 2018
342018
Structural monitoring of an end-supported pontoon bridge
KA Kvåle, O Øiseth
Marine Structures 52, 188-207, 2017
302017
Data set from long-term wind and acceleration monitoring of the Hardanger bridge
A Fenerci, K Andreas Kvåle, Ø Wiig Petersen, A Rønnquist, O Øiseth
Journal of Structural Engineering 147 (5), 04721003, 2021
262021
Hydrodynamic interaction of floating bridge pontoons and its effect on the bridge dynamic responses
A Fenerci, KA Kvåle, X Xiang, O Øiseth
Marine Structures 83, 103174, 2022
162022
Monitoring wind velocities and dynamic response of the Hardanger Bridge
O Øiseth, A Rönnquist, KA Kvåle, R Sigbjörnsson
Dynamics of Civil Structures, Volume 2: Proceedings of the 33rd IMAC, A …, 2015
132015
Dynamic behaviour of floating bridges exposed to wave excitation A numerical and experimental investigation
KA Kvåle
NTNU, 2017
102017
Covariance-driven stochastic subspace identification of an end-supported pontoon bridge under varying environmental conditions
KA Kvåle, O Øiseth, A Rönnquist
Dynamics of Civil Structures, Volume 2: Proceedings of the 35th IMAC, A …, 2017
102017
Automated operational modal analysis of an end-supported pontoon bridge using covariance-driven stochastic subspace identification and a density-based hierarchical clustering …
KA Kvåle, O Øiseth
Bridge maintenance, safety, management, life-cycle sustainability and …, 2021
92021
Characterization of the wave field around an existing end-supported pontoon bridge from simulated data
KA Kvåle, O Øiseth
Proceedings of the International Conference on Earthquake Engineering and …, 2019
82019
Modal analysis of a floating bridge without side-mooring
KA Kvåle, O Øiseth, A Rønnquist, R Sigbjörnsson
Dynamics of Civil Structures, Volume 2: Proceedings of the 33rd IMAC, A …, 2015
82015
Operational modal analysis on a lighthouse structure subjected to ice actions
TS Nord, KA Kvåle, ØW Petersen, M Bjerkås, EM Lourens
Procedia engineering 199, 1014-1019, 2017
72017
Comparison of automated operational modal analysis algorithms for long-span bridge applications
AC Dederichs, O Øiseth, ØW Petersen, KA Kvåle
Topics in Modal Analysis & Parameter Identification, Volume 8: Proceedings …, 2022
62022
Modelling of the stochastic dynamic behaviour of the Bergsøysund Bridge: an application of the power spectral density method
KA Kvåle, O Øiseth, R Sigbjörnsson
Proceedings of the 9th international conference on structural dynamics …, 2014
62014
Data Set from Long-Term Wave, Wind, and Response Monitoring of the Bergsøysund Bridge
KA Kvåle, A Fenerci, ØW Petersen, A Rønnquist, O Øiseth
Journal of Structural Engineering 149 (9), 04723002, 2023
42023
Dynamic Response of an End-Supported Pontoon Bridge due to Wave Excitation: Numerical Predictions versus Measurements
KA Kvåle, O Øiseth
Shock and Vibration 2021, 18, 2021
12021
Experiences from the Five-Year Monitoring of a Long-Span Pontoon Bridge: What Went Right, What Went Wrong and What’s Next?
KA Kvåle, O Øiseth, A Rønnquist
Dynamics of Civil Structures, Volume 2: Proceedings of the 36th IMAC, A …, 2019
12019
Simulation and Monitoring of Floating Bridge Behaviour
KA Kvåle, O Øiseth, A Rönnquist, S Remseth
Earthquake Engineering and Structural Dynamics in Memory of Ragnar …, 2018
12018
Stochastic dynamic analysis of floating bridges exposed to inhomogeneous and irregular waves
KA Kvåle, B Leira, O Øiseth
Applied Ocean Research 142, 103802, 2024
2024
Das System kann den Vorgang jetzt nicht ausführen. Versuchen Sie es später erneut.
Artikel 1–20