Blar i NTNU Open på forfatter "Øiseth, Ole"
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Parametric modelling of a suspension bridge with an aluminium girder - Buffeting response and flutter stability
Dombu, Mari Voll; Gjelstad, Markus (Master thesis, 2019)Denne oppgaven undersøker den dynamiske oppførselen til ei hengebru over Langenuen med brukasse av aluminium. Det har vært fokus på buffetingrespons og flutterstabilitet. Et foreløpig design er brukt som grunnlag for å ... -
Parametrisk modellering av ei hengebru med brukasse i aluminium - Buffetingrespons og flutterstabilitet
Dombu, Mari Voll; Gjelstad, Markus (Master thesis, 2019)Denne oppgaven undersøker den dynamiske oppførselen til ei hengebru over Langenuen med brukasse av aluminium. Det har vært fokus på buffetingrespons og flutterstabilitet. Et foreløpig design er brukt som grunnlag for å ... -
Prediction of long-term extreme load effects due to wave and wind actions for cable-supported bridges with floating pylons
Xu, Yuwang; Øiseth, Ole; Moan, Torgeir; Næss, Arvid (Journal article; Peer reviewed, 2018)The characteristic values of the extreme environmental load effects should correspond to a specified annual probability of exceedance. These load effects can be calculated using short-term or long-term methods. The full ... -
Prediction of long-term extreme load effects due to wind for cable-supported bridges using time-domain simulations
Xu, Yuwang; Øiseth, Ole; Næss, Arvid; Moan, Torgeir (Journal article, 2017)Many long-span bridges that are slender and susceptible to wind-induced vibrations are currently under construction all over the world. As nonlinear structural behavior and nonlinear displacement-dependent wind loads become ... -
Sensitivity-based finite element model updating of a pontoon bridge
Petersen, Øyvind Wiig; Øiseth, Ole (Journal article, 2017)Numerical models of large civil engineering structures are prone to errors and uncertain system parameters, which inevitably affect the ability of such models to accurately predict dynamic behavior. Finite element (FE) ... -
Shape optimization of an aluminium girder for a long-span suspension bridge: Aerodynamic stability, buffeting response and suppression of vortex induced vibrations
Bergerud, Jens Petter; Torød, Håvard Morvik (Master thesis, 2021)Det er planlagt å bygge en hengebro over Langenuen som en del av målsetningen om å bygge ferjefri E39 langs kysten av Vest-Norge. Det planlagte konseptet av broen inkluderer et hovedspenn på 1220 m, som vil gjøre den til ... -
Shape optimization of an aluminium girder for a long-span suspension bridge: Aerodynamic stability, buffeting response and suppression of vortex induced vibrations
Bergerud, Jens Petter; Torød, Håvard Morvik (Master thesis, 2021)Det er planlagt å bygge en hengebro over Langenuen som en del av målsetningen om å bygge ferjefri E39 langs kysten av Vest-Norge. Det planlagte konseptet av broen inkluderer et hovedspenn på 1220 m, som vil gjøre den til ... -
Site-specific data-driven probabilistic wind field modeling for the wind-induced response prediction of cable-supported bridges
Fenerci, Aksel; Øiseth, Ole (Journal article; Peer reviewed, 2018)In this study, full-scale wind velocity measurements are conducted at eight locations on the Hardanger Bridge girder to investigate the possibility of a probabilistic representation of the turbulence field along the bridge ... -
Stochastic Modelling of Wave Loads on Floating Bridges: Efficient Calculation of Cross-Spectral Densities
Giske, Finn-Idar Grøtta; Leira, Bernt Johan; Øiseth, Ole (Chapter, 2016) -
Strong wind characteristics and dynamic response of a long-span suspension 1 bridge during a storm
Fenerci, Aksel; Øiseth, Ole (Journal article; Peer reviewed, 2018)As Storm Tor struck the western coast of Norway, wind speeds and bridge deck accelerations along the Hardanger Bridge girder were recorded by the monitoring system installed on the bridge. Using 13.5 h of data, mean wind ... -
Structural Monitoring of Norsenga Bridge
Goldfine, Vidar (Master thesis, 2023)Etter kollapsen på Tretten bru i 2022 stod flere trebroer i Norge i fare for stenging og strukturell gjennomgang på grunn av mistenkte problemer. Blant disse ble Norsenga bru gjennomgått av Statens vegvesen, som igangsatte ... -
The Hardanger Bridge monitoring project: Long-term monitoring results and implications on bridge design
Fenerci, Aksel; Øiseth, Ole (Journal article; Peer reviewed, 2017)In design of slender suspension bridges, which are prone to wind excitation, accurate prediction of dynamic response is essential for reliable designs. However, dynamic response calculations involve many sources of ... -
Time Domain Modelling of Frequency Dependent Wind and Wave Forces on a Three-Span Suspension Bridge With Two Floating Pylons Using State Space Models
Xu, Yuwang; Øiseth, Ole; Moan, Torgeir (Chapter, 2017)Floating suspension bridges, one of several new designs to make it possible to cross deep and wide fjords, consist of three spans and supported by two tension leg platforms and two fixed traditional concrete pylons. Geometric ... -
Time domain simulations of wind- and wave-induced load effects on a three-span suspension bridge with two floating pylons
Xu, Yuwang; Øiseth, Ole; Moan, Torgeir (Journal article, 2018)The construction of a three-span suspension bridge with two floating pylons is currently being considered for crossing the 5-km-wide and 550-m-deep Bjørnafjorden in Norway. The bridge design represents a novel concept that ... -
Time-frequency analysis of suspension bridge response for identification of vortex induced vibrations
Cantero, Daniel; Øiseth, Ole; Rønnquist, Anders (Chapter, 2018)It is increasingly more frequent to install continuous monitoring systems on large bridges around the world. These systems are then used to monitor the loading and structural behavior, which generally translates into ... -
Using ALE-VMS to compute aerodynamic derivatives of bridge sections
Helgedagsrud, Tore Andreas; Bazilevs, Yuri; Korobenko, Artem; Mathisen, Kjell Magne; Øiseth, Ole (Journal article; Peer reviewed, 2018)Aeroelastic analysis is a major task in the design of long-span bridges, and recent developments in computer power and technology have made Computational Fluid Dynamics (CFD) an important supplement to wind tunnel experiments. ... -
Using ALE-VMS to compute wind forces on moving bridge decks
Helgedagsrud, Tore Andreas; Bazilevs, Yuri; Korobenko, Artem; Mathisen, Kjell Magne; Øiseth, Ole (Chapter, 2017)A framework for simulating the forced-vibration wind tunnel experiment using stabilized ALE-VMS techniques has been developed. With a user-defined motion of the bridge deck the problem reduces to a flow computation on a ...