Now showing items 1300-1319 of 3497

    • K0 - måling : hensikt og metoder 

      Vaslestad, Jan (Intern rapport / Vegdirektoratet;, Others, 1989)
    • K11 - Feasibility study for damper between tower and bridge girder, phase I 

      Statens vegvesen (Statens vegvesens rapporter;, Report, 2020-04-27)
      This note describes the phase 1 of a feasibility study for a damper between tower and bridge girder. For this alternative K11 concept it is proposed to replace the girder-tower connection in K11_07, by two passive viscous ...
    • 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 - 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 ...
    • 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 - Design of mooring and anchoring 

      Statens vegvesen; KWA/HSA TBO (Statens vegvesens rapporter;, Report, 2019-08-15)
      The current report summarizes the mooring system design proposed for the recommended Bjørnafjorden floating bridge concept K12. The concept is generally the same as proposed during the concept evaluation and can easily be ...
    • 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 ...
    • 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 ...
    • 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 – Marine geotechnical design 

      Statens vegvesen; JOM/KNHBE/JOH (Statens vegvesens rapporter;, Report, 2019-08-15)
      This report describes the geotechnical design for the recommended bridge concept K12. The K12 concept is an end-anchored floating bridge with mooring system for increased robustness and redundancy. There is a pylon support ...
    • 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 ...
    • K12 – Summary report 

      Statens vegvesen (Statens vegvesens rapporter;, Report, 2019-08-15)
      This report gives a summary of the K12 floating bridge concept developed.
    • Kabelinspeksjonsutstyr / utarbeidet av Gunnar Gundersen 

      Unknown author (Teknologirapport;2525, Others, 2008)
    • Kabler til hengebruer : tekniske spesifikasjoner : [Håndbok 122] 

      Vegdirektoratet (Håndbok / Statens vegvesen;122, Book, 2008)
      Disse retningslinjer er en oppdatert utgave av Håndbok-122: KABLER TIL HENGEBRUER OG SKRÅSTAGBRUER, Tekniske spesifikasjoner, januar 1999. De kapitler som omfattet andre kabeltyper til skråstagbruer enn spiralslåtte kabler, ...
    • Kabler til hengebruer: Tekniske spesifikasjoner - Retningslinje [Håndbok R410] 

      Vegdirektoratet (Håndbok / Statens vegvesen;R410, Book, 2014)
      Disse retningslinjer er en oppdatert utgave av Håndbok-R410: Kabler til hengebruer og skråstagbruer, Tekniske spesifikasjoner, januar 1999. De kapitler som omfattet andre kabeltyper til skråstagbruer enn spiralslåtte kabler, ...
    • Kaldasfalt/kald gjenbruk 1994: samarbeidsprosjekt 

      Uthus, Nils S.; Trøan, Anne Kari; Jørgensen, Torbjørn (Laboratorieserien;66, Research report, 1995-05)
      Det ble sommeren 1994 opprettet et samarbeidsprosjekt mellom vegkontorene i Østfold, Hedmark, Akershus, Oslo og Buskerud samt Veglaboratoriet og Oslo veivesen. Målsettingen var å samle erfaring og kunnskap fra både ...
    • Kalde bitumenstabiliserte bærelag : veiledning [Håndbok 198] 

      Vegdirektoratet (Håndbok / Statens vegvesen;198, Book, 1997-10)
      "Kalde bitumenstabilserte bærelag" er en veiledning utarbeidet i tilknytning til håndbok 018 "Vegbygging" (1992-utgave). Veiledningen er utarbeidet for å være et hjelpemiddel ved proporsjonering, produksjon og utlegging ...
    • Kalibrering av Cµ : sesongen 2002/2003 

      Nonstad, Bård (Intern rapport / Vegdirektoratet;2329, Others, 2003)
    • Kalibrering av friksjonsmåleutstyr : sesongen 2003/2004 

      Nonstad, Bård (Intern rapport / Vegdirektoratet;2366, Others, 2004)
    • Kalksementstabilisering av bløt og kvikk leire : prosedyre for innblanding i laboratoriet 

      Nouri, El Hadj; Sydsæter, Per (Intern rapport / Vegdirektoratet;2117, Others, 1999)