• An experimental investigation of joints with dowels and slotted-in steel plates in glulam under service load 

  Frette, Elisabeth; Heggheim, Amund; Munkeby, Thomas (Master thesis, 2021)

  Abstract will be available on 2024-06-29

• An experimental investigation of joints with dowels and slotted-in steel plates in glulam under service load 

  Frette, Elisabeth; Heggheim, Amund; Munkeby, Thomas (Master thesis, 2021)

  Abstract will be available on 2024-06-29

• An experimental investigation of joints with dowels and slotted-in steel plates in glulam under service load 

  Frette, Elisabeth; Heggheim, Amund; Munkeby, (Master thesis, 2021)

  Abstract will be available on 2024-06-29

• Eurokode2:Prosjektering av betongkonstruksjoner.Del 1-1:Allmenne regler og regler for bygninger. 

  Mariam Hamidi (Master thesis, 2021)

• A Parametric Study of Connection Modeling in Tall CLT structures 

  Elstrand, Henrik Børde; Os, Håvard Nummedal (Master thesis, 2021)

  Abstract will be available on 2024-06-29

• A Parametric Study of Connection Modeling in Tall CLT Structures 

  Elstrand, Henrik Børde; Os, Håvard Nummedal (Master thesis, 2021)

  Abstract will be available on 2024-06-29

• Assessing Wind Induced Dynamic Properties of Two Tall CLT Buildings in Tromsø 

  Lervik, Robert Halse; Kristiansen, Sondre (Master thesis, 2021)

  Abstract will be available on 2023-06-30

• Assessing Wind Induced Dynamic Properties of Two Tall CLT Buildings in Tromsø 

  Kristiansen, Sondre; ; Lervik, Robert Halse (Master thesis, 2021)

  Abstract will be available on 2023-06-30

• Kort- og langtids materialegenskaper til limtre av furu i skjær og trykk 

  Johansen, Kim (Master thesis, 2021)

  Abstract will be available on 2024-06-29

• Parametric Study of a Tall Timber Building in Økern Centre 

  Larsen, Håvard; Irshad, Arslan M. (Master thesis, 2021)

  I Økern Sentrum er det behov for byplanlegging. Dette inkluderer studie av et høyhus i tre plassert på Økerntunnelen. Tre er antatt å være en bedre løsning for dette formålet på grunn av lav egenvekt. Målet for oppgaven ...

• Parametric Study of a Tall Timber Building in Økern Centre 

  Irshad, Arslan M.; Larsen, Håvard (Master thesis, 2021)

  I Økern Sentrum er det behov for byplanlegging. Dette inkluderer studie av et høyhus i tre plassert på Økerntunnelen. Tre er antatt å være en bedre løsning for dette formålet på grunn av lav egenvekt. Målet for oppgaven ...

• Dynamic properties of Stress-laminated Timber Bridges 

  Johansen, Sigve Ostad; Martinsen, Lavina Kristine (Master thesis, 2021)

  Denne masteren omhandler de dynamiske egenskapene til tverrspente limtreplatebroer. Fire forskjellige broer, ved fire forskjellige lokasjoner, ble målt. Enten ved et enkelt akselerometer eller flere akselerometer koblet i ...

• Dynamic properties of Stress-laminated Timber Bridges 

  Martinsen, Lavina Kristine; ; Johansen, Sigve Ostad (Master thesis, 2021)

  Denne masteren omhandler de dynamiske egenskapene til tverrspente limtreplatebroer. Fire forskjellige broer, ved fire forskjellige lokasjoner, ble målt. Enten ved et enkelt akselerometer eller flere akselerometer koblet i ...

• Moment resisting timber connection using threaded rods and steel coupling parts 

  Mestvedthagen, Jakob; Vasland, Kjetil (Master thesis, 2021)

  Masteroppgaven er en del av forskningsprosjektet; WOOD frame SOLutions for free space design i urban buildings. Én del av Woodsol-prosjektet er å utvikle momentstive rammesystem som vil tillate større spennvidde og mer ...

• Moment resisting timber connection using threaded rods and steel coupling parts 

  Mestvedthagen, Jakob; Vasland, Kjetil (Master thesis, 2021)

  Masteroppgaven er en del av forskningsprosjektet; "WOOD frame SOLutions for free space design i urban buildings". Én del av Woodsol-prosjektet er å utvikle momentstive rammesystem som vil tillate større spennvidde og mer ...

• Tuned mass damper for self-excited vibration control: Optimization involving nonlinear aeroelastic effect 

  Zhang, Mingjie; Xu, Fuyou (Peer reviewed; Journal article, 2022)

  The conventional target for self-excited galloping/flutter control of a civil structure often focuses on the critical wind speed. In the present work, a nonlinear control target is introduced, i.e., to ensure that the ...

• Validation and Analysis on Numerical Response of Super-High-Speed Railway Pantograph-Catenary Interaction Based on Experimental Test 

  Jia, Yang; Song, Yang; Lu, Xiaobing; Duan, Fuchuan; Liu, Zhigang; Chen, Ke (Peer reviewed; Journal article, 2021)

  The numerical tools can be used to facilitate the design of the railway pantograph-catenary system. The validation of the current numerical results is mostly performed at a speed slower than 350 km/h. This paper aims at ...

• Assessment of the Current Collection Quality of Pantograph-Catenary with Contact Line Height Variability in Electric Railways 

  Song, Yang; Duan, Fuchuan; Wu, Fanping; Liu, Zhigang; Gao, Shibin (Peer reviewed; Journal article, 2021)

  The numerical tools are widely used to facilitate the design of the railway catenary. Only radical results are obtained as the current assessment is generally performed without any practical errors. In this paper, the most ...

• Wind deflection analysis of railway catenary under crosswind based on nonlinear finite element model and wind tunnel test 

  Song, Yang; Zhang, Mingjie; Øiseth, Ole Andre; Rønnquist, Anders (Peer reviewed; Journal article, 2022)

  This paper evaluates the railway catenary's wind deflection under crosswind based on wind tunnel experiments and a nonlinear finite element model. A catenary model is constructed based on the absolute nodal coordinate ...

• The Effects of Spatially Distributed Damping on the Contact Force in Railway Pantograph-Catenary Interactions 

  Song, Yang; Jiang, Tengjiao; Rønnquist, Anders; Nåvik, Petter Juell; Frøseth, Gunnstein Thomas (Peer reviewed; Journal article, 2021)

  According to field measurements, the damping ratio of a railway catenary varies along the span length and shows an inherent uncertainty. In numerical simulations, it is common to assume a constant damping ratio. Herein, a ...

View more