Blar i NTNU Open på forfatter "Fenerci, Aksel"
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Long-term monitoring of wind field characteristics and dynamic response of a long-span suspension bridge in complex terrain
Fenerci, Aksel; Øiseth, Ole; Rønnquist, Anders (Journal article; Peer reviewed, 2017)Long-term monitoring data of wind velocities and accelerations on the Hardanger Bridge are used to investigate the relationship between the wind-loading and response processes. The extensive measurement system consisting ... -
Measured Buffeting Response of a Long-Span Suspension Bridge Compared with Numerical Predictions Based on Design Wind Spectra
Fenerci, Aksel; Øiseth, Ole (Journal article; Peer reviewed, 2017)Wind-induced vibrations of the Hardanger Bridge deck were studied with reference to turbulence characteristics at the bridge site to evaluate the performance of the state-of-the-art methods for buffeting response analysis. ... -
Non-Stationary Buffeting Response of Slender Suspension Bridges
Løvik, Åsmund Romstad (Master thesis, 2018)This thesis presents a generalized framework for predicting dynamic structural response of slender, horizontal and line like structures. This general framework is subsequently adopted and streamlined to the Hardanger Bridge ... -
Numerical studies on the dynamic behavior of a superlong curved pontoon bridge under wind and wave actions
Fenerci, Aksel; Xu, Yuwang; Øiseth, Ole Andre (Chapter, 2019)Floating bridges serve as attractive solutions where classical bridge concepts are not possible. However, compared to more commonly encountered bridge concepts such as cablesupported bridges, their dynamic behavior remains ... -
Ombruk kontra riving og nybygg: Sammenligningsstudie av klimagassutslipp og pris for bæresystemer
Krohn-Dale, Stian Birkeland; Hjelle, Sander Mossberg; Marthinussen, Truls (Bachelor thesis, 2023)Klimaendringer på grunn av global oppvarming er et problem som angår hele ver- den. Byggebransjen er en stor bidragsyter, med over 15 % av forurensningen i Norge. Livssyklusanalyse er en metodikk som brukes til å vurdere ... -
Reliability Assessment of Long Span Suspension Bridges Subjected to Dead Loads
Antonsen, Kristin (Master thesis, 2016)In the present study the influence of standardized safety factors in large and heavy structures, where the major loading arises from self-weight of the structure itself, is considered. For this purpose, a reliability ... -
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 ... -
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 ... -
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 and frequency domain calculations of the wind induced dynamic response of the Hålogaland Bridge
Hansen, Sebastian Knedahl (Master thesis, 2023)I bruteknikk er det viktig å forstå hvordan vind påvirker bruer for å kunne lage trygge bruer. Det er spesielt viktig for lange bruer ettersom de er mer utsatt for vindindusert dynamisk respons. I denne oppgaven har ... -
Wind Field Variability in Complex Terrain: Lessons from the Hardanger Bridge
Fenerci, Aksel; Øiseth, Ole Andre (Chapter; Peer reviewed, 2019)Along the Coastal Highway E39 in the western coast of Norway, Norwegian Government is planning to build several extreme bridges spanning from 1.5 to 5 km. The region is typically mountainous with deep fjords seeping inland. ... -
Wind-Induced Response of Long-Span Suspension Bridges Subjected to Span-Wise Non-Uniform Winds: A Case Study
Forbord, Erlend Munkeby; Hjellvik, Hallvard (Master thesis, 2017)The Hardanger Bridge has a main span of 1 310 meters which makes it the longest suspension bridge in Norway and among the top 15 longest in the world as of 2017. The bridge consists of only two traffic lanes and one ...