Viser treff 661-680 av 3165

    • K12 - Design of abutments 

      Statens vegvesen; TN/SGR/SAH (Statens vegvesens rapporter;, Report, 2019-08-15)
      Both abutments are founded on prepared bedrock base. The south location is on the island Reksteren and the north is located on the islet Gullholmane. The bridge box girder is monolithically connected to the abutments in ...
    • SIK-Sluttrapport : Grafisk og visuell sluttrapport for EU/Intereg. prosjektet : Skandinavisk infrastrukturkompetanse 

      Sandberg, Anders Trafikverket; Fossli, Lars Capgemini (Statens vegvesens rapporter;399, Report, 2014-12)
      Grafisk og visuell sluttrapport for EU
    • Vegbygging og mulig frigjøring av kvikksølv ved hogst av skog - En litteraturstudie 

      Dybwad, Ingvild Marie; Hauge Skarsjø, Mathilde (Statens vegvesens rapporter;405, Report, 2015-08)
      Skogbunn er et reservoar for atmosfærisk deponert kvikksølv. Tidligere studier gjennomgått i denne rapporten har vist at forstyrrelser av skogbunn kan medføre økt transport av kvikksølv fra jord til vann og dermed medføre ...
    • Dybdeanalyser av dødsulykker i vegtrafikken 2014 

      Haldorsen, Ivar (Statens vegvesens rapporter;396, Report, 2015-06)
      1. januar 2005 startet de regionale ulykkesanalysegruppene sitt arbeid med dybdeanalyser av alle dødsulykker i vegtrafikken i Norge. Denne rapporten oppsummerer resultatene på landsbasis for 2014, og viser utviklingstrekk ...
    • K12 – Summary report 

      Statens vegvesen (Statens vegvesens rapporter;, Report, 2019-08-15)
      This report gives a summary of the K12 floating bridge concept developed.
    • Bussveien - Testing av holdeplasshøyder: Sluttrapport 

      Lysø, Svein (Statens vegvesens rapporter;398, Report, 2018-02-21)
      Rapporten oppsummerer resultater fra et forsøk utført for Bussveien for å teste ulike kombinasjoner av holdeplasshøyder og busstyper. Formålet med rapporten er å komme med anbefalinger til holdeplasshøyde og bussmateriell ...
    • K12 - Structural response analyses 

      Statens vegvesen; VBK (Statens vegvesens rapporter;, Report, 2019-08-15)
      In this reports a description of the applied loads are presented along with the limit states and requirement that have been applied in design. The limit state response is also presented together with the calculated ...
    • K12 – Ship impact, Bridge girder 

      Statens vegvesen; TNNgu (Statens vegvesens rapporter;, Report, 2019-08-15)
      The case of a ship impact on the K12 – end-anchored floating bridge with mooring system over Bjørnafjorden, is studied. The report seeks to clarify how the structure responds to ship impact locally on the bridge girder ...
    • Design of pontoons and columns 

      OHHK/DDS; Statens vegvesen (Statens vegvesens rapporter;, Report, 2019-08-15)
      Finite element models of two typical pontoon and column geometries have been developed. Both linear and non-linear finite element models are created. The ULS utilization and ALS utilization of both pontoon geometries ...
    • K12 - Design of bridge girder 

      Statens vegvesen; JoS (Statens vegvesens rapporter;, Report, 2019-08-15)
      The report describes the design of the bridge girder with calculation of cross-section properties. There are two types of cross section along the bridge. Type 1 is used in the cable stayed bridge and in the lower part of ...
    • K12 - Ship impact, Pontoons and columns 

      Statens vegvesen; TNNgu (Statens vegvesens rapporter;, Report, 2019-08-15)
      The case of a ship impact on the K12 – end-anchored floating bridge with mooring system over Bjørnafjorden, is studied. The report seeks to clarify how the structure responds to ship impact locally on pontoons and columns ...
    • Fatigue assessment 

      Statens vegvesen (Statens vegvesens rapporter;, Report, 2019-08-15)
      The Bjørnafjorden floating bridge concept K12 (the project groups (OON) proposed concept; curved, end-anchored with mooring system) has been evaluated for fatigue life. This report includes calculations of fatigue life for ...
    • K12 - Architectural design 

      Statens vegvesen (Statens vegvesens rapporter;, Report, 2019-08-15)
      This report describes our work on the architectural design of the floating bridge. Heyerdahl Architects AS has been engaged in earlier phases of the project "E39 Stord - Os" with a proposal for an end anchored floating ...
    • K12 - Ship impact, Global assessment 

      Statens vegvesen; EivBj (Statens vegvesens rapporter;, Report, 2019-08-15)
      The global response of the bridge due to ship impact has been studied in this report. The main focus is impacts between ship deckhouse and girder and between ship bulb and pontoon. Girder impacts all along the bridge ...
    • Preferred solution, K12 – Appendix G - Global analyses - Response 

      Statens vegvesen; MST (Statens vegvesens rapporter;, Report, 2019-08-15)
      This report describes load modelling, methods and response evaluations performed in the concept development work of a floating bridge over Bjørnafjorden. Permanent, temperature, traffic, tidal, current, wind and wave ...
    • Preferred solution, K12 – Appendix S - Parametric excitation 

      Statens vegvesen; KAK (Statens vegvesens rapporter;, Report, 2019-08-15)
      The main purpose of phase 5 of the E39 Bjørnafjorden project is to identify and document which of the four described bridge alternatives that may be regarded as the best solution. In this context, AMC have assessed the ...
    • Preferred solution, K12 – Appendix E Aerodynamics 

      Statens vegvesen; KAA (Statens vegvesens rapporter;, Report, 2019-08-15)
      This document contains a summary of aerodynamic assessment of the K12 alternative for the Bjørnafjorden crossing. Further details are given in the notes in the reference list. Aerodynamic coefficients, both static and ...
    • Preferred solution, K12 – Appendix N - Construction and marine operations 

      Statens vegvesen; JKJ (Statens vegvesens rapporter;, Report, 2019-08-15)
      This report describes the construction and installation of the Bjørnafjorden floating bridge. The bridge consists of a cable stay bridge in the south connected to a 4.5km long floating bridge. The south end of the ...
    • Preferred solution, K12 – Appendix K Design of Floating Bridge Part 

      Statens vegvesen; AKL (Statens vegvesens rapporter;, Report, 2019-08-15)
      This appendix outlines the design of the floating bridge part for the concept K12. The floating bridge part consists of the bridge girder, columns and pontoon.
    • Preferred solution, K12 - Appendix F – Global analyses - Modelling and assumptions 

      Statens vegvesen; MST (Statens vegvesens rapporter;, Report, 2019-08-15)
      This report describes modelling and assumptions for the global models established in the concept development work of a floating bridge over Bjørnafjorden. Cable stay tension is evaluated. A benchmark between key softwares ...