Papers by Svein Terje Kolstad
The Proceedings of the ... International Offshore and Polar Engineering Conference, 2000
Materialet i denne publikasjonen er omfattet av åndsverklovens be stem mel ser. Uten saerskilt av... more Materialet i denne publikasjonen er omfattet av åndsverklovens be stem mel ser. Uten saerskilt avtale med SINTEF akademisk forlag er enhver eksemplarframstilling og tilgjengeliggjøring bare tillatt i den utstrekning det er hjemlet i lov eller tillatt gjennom avtale med Kopinor, interesseorgan for rettighetshavere til åndsverk. Utnyttelse i strid med lov eller avtale kan medføre erstatningsansvar og inndragning, og kan straffes med bøter eller fengsel.
Materialet i denne publikasjonen er omfattet av åndsverklovens be stem melser. Uten saerskilt avt... more Materialet i denne publikasjonen er omfattet av åndsverklovens be stem melser. Uten saerskilt avtale med SINTEF Byggforsk er enhver eksemplarframstilling og tilgjengeliggjøring bare tillatt i den utstrekning det er hjemlet i lov eller tillatt gjennom avtale med Kopinor, interesseorgan for rettighetshavere til åndsverk. Utnyttelse i strid med lov eller avtale kan medføre erstatningsansvar og inndragning, og kan straffes med bøter eller fengsel.
Materialet i denne publikasjonen er omfattet av åndsverklovens be stem melser. Uten saerskilt avt... more Materialet i denne publikasjonen er omfattet av åndsverklovens be stem melser. Uten saerskilt avtale med SINTEF Byggforsk er enhver eksemplarframstilling og tilgjengeliggjøring bare tillatt i den utstrekning det er hjemlet i lov eller tillatt gjennom avtale med Kopinor, interesseorgan for rettighetshavere til åndsverk. Utnyttelse i strid med lov eller avtale kan medføre erstatningsansvar og inndragning, og kan straffes med bøter eller fengsel.
Materialet i denne publikasjonen er omfattet av åndsverklovens be stem mel ser. Uten saerskilt av... more Materialet i denne publikasjonen er omfattet av åndsverklovens be stem mel ser. Uten saerskilt avtale med SINTEF akademisk forlag er enhver eksemplarframstilling og tilgjengeliggjøring bare tillatt i den utstrekning det er hjemlet i lov eller tillatt gjennom avtale med Kopinor, interesseorgan for rettighetshavere til åndsverk. Utnyttelse i strid med lov eller avtale kan medføre erstatningsansvar og inndragning, og kan straffes med bøter eller fengsel.
Denne rapporten omhandler prinsipp for beregning av lastpåvirkning og kontroll av bæreevne for in... more Denne rapporten omhandler prinsipp for beregning av lastpåvirkning og kontroll av bæreevne for innfesting av trebaserte isolerte fasadeelementer (også kalt TES-elementer) ved oppgradering av bygninger.Prosjektet smartTES10200060
Engineering Structures, 2018
Constructions with wooden beams are very common in Norwegian single-and multifamily buildings bot... more Constructions with wooden beams are very common in Norwegian single-and multifamily buildings both for vertical and horizontal partitions. For wooden joist floors, floor vibration properties have been an important topic for several decades and are the main focus of this paper. A lot of studies have been carried out in several countries, for example in [1-7]. Products, test methods, evaluation procedures and general understanding have improved very much in the last few decades. Static and vibrational performance have become crucial for serviceability of timber floors and often limits the design. However, constructors and designers want to increase the floor span width. To meet these challenges, reliable design methods are required and need to be in focus in many countries. With respect to standardization work, action has also been taken to revise Eurocode part 5 regarding floor vibration performance [8]. Since the end of the 1980s, research work and several studies have been carried out in Norway on floor vibration and serviceability of timber floors; examples include research work at the Norwegian Building Research Institute [9], thesis work by one of the author of this paper [11] and in the last decade research projects at SINTEF Building & Infrastructure. Except for [11], the results reported in [10-16] have only been published in Norwegian for the Norwegian Research Council and other project owners in the building sector. We recognize the need to analyse and compile results from the different projects. The aim of this article is therefore to summarize these results and present recommendations regarding methods and evaluation procedures. To substantiate the analysis, the paper will present results from numerous well-controlled measurements performed both in the laboratory and in situ. 1.2 Vibration properties Evaluation of floor vibration properties using measurements and calculations
Engineering Structures, Nov 1, 2018
Constructions with wooden beams are very common in Norwegian single-and multifamily buildings bot... more Constructions with wooden beams are very common in Norwegian single-and multifamily buildings both for vertical and horizontal partitions. For wooden joist floors, floor vibration properties have been an important topic for several decades and are the main focus of this paper. A lot of studies have been carried out in several countries, for example in [1-7]. Products, test methods, evaluation procedures and general understanding have improved very much in the last few decades. Static and vibrational performance have become crucial for serviceability of timber floors and often limits the design. However, constructors and designers want to increase the floor span width. To meet these challenges, reliable design methods are required and need to be in focus in many countries. With respect to standardization work, action has also been taken to revise Eurocode part 5 regarding floor vibration performance [8]. Since the end of the 1980s, research work and several studies have been carried out in Norway on floor vibration and serviceability of timber floors; examples include research work at the Norwegian Building Research Institute [9], thesis work by one of the author of this paper [11] and in the last decade research projects at SINTEF Building & Infrastructure. Except for [11], the results reported in [10-16] have only been published in Norwegian for the Norwegian Research Council and other project owners in the building sector. We recognize the need to analyse and compile results from the different projects. The aim of this article is therefore to summarize these results and present recommendations regarding methods and evaluation procedures. To substantiate the analysis, the paper will present results from numerous well-controlled measurements performed both in the laboratory and in situ. 1.2 Vibration properties Evaluation of floor vibration properties using measurements and calculations
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Papers by Svein Terje Kolstad