Zobrazeno 1 - 10
of 113
pro vyhledávání: '"Ole, Øiseth"'
Autor:
Knut Andreas Kvåle, Ole Øiseth
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
Herein, numerical predictions of the dynamic response of an existing floating pontoon bridge are compared with the measured dynamic response. Hydrodynamic coefficients that describe the fluid-structure interaction and the wave transfer functions are
Externí odkaz:
https://doaj.org/article/8a712f41315e456e880ca81c6e45a80b
Publikováno v:
Nonlinear Dynamics.
Volterra series models are considered an attractive approach for modelling nonlinear aerodynamic forces for bridge decks since they extend the convolution integral to higher dimensions. Optimal identification of nonlinear systems is a challenging tas
Publikováno v:
Journal of Bridge Engineering. 28
Publikováno v:
Structural Health Monitoring. 22:540-561
This paper presents a novel hybrid structural health monitoring (SHM) framework for damage detection in bridges using numerical and experimental data. The framework is based on the hybrid SHM approach and combines the use of a calibrated numerical fi
Publikováno v:
Journal of Engineering Mechanics. 149
Publikováno v:
Reliability Engineering & System Safety. 235:109211
Publikováno v:
Topics in Modal Analysis & Parameter Identification, Volume 8 ISBN: 9783031054440
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d96840d63436434a431d202026ffba39
https://doi.org/10.1007/978-3-031-05445-7_4
https://doi.org/10.1007/978-3-031-05445-7_4
Autor:
Ole Øiseth, Knut Andreas Kvåle
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
Shock and Vibration
Shock and Vibration
Herein, numerical predictions of the dynamic response of an existing floating pontoon bridge are compared with the measured dynamic response. Hydrodynamic coefficients that describe the fluid-structure interaction and the wave transfer functions are
Autor:
Mingjie Zhang, Ole Øiseth
Publikováno v:
Nonlinear Dynamics. 104:4063-4081
A convolution-based numerical algorithm is presented for the time-domain analysis of fluidelastic instability in tube arrays, emphasizing in detail some key numerical issues involved in the time-domain simulation. The unit-step and unit-impulse respo
Publikováno v:
Volume 2: Structures, Safety, and Reliability.
Floating pontoon bridges offer viable alternatives to cable-supported bridges when crossing long straits. Design of such large floating structures requires estimation of long-term load effects (e.g. 100years) under stochastic wave loading. The long-t