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  • 1.
    Brandon, Daniel
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Just, alar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Jansson McNamee, robert
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Behaviour of cavity barriers in modular houses: A revised test methodology2016In: Proceeedings of 14th International Conference and Exhibition on Fire Science and Engineering - Interflam 2016, 2016, p. 623-628Conference paper (Refereed)
  • 2.
    Brandon, Daniel
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    schmid, J
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Energi och Bioekonomi.
    Just, Alar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Eurocode 5 design in comparison with fire resistance tests of unprotected timber beams2016In: Proceedings of 11TH CONFERENCE ON PERFORMANCE-BASED CODES AND FIRE SAFETY DESIGN - SFPE, 2016Conference paper (Other academic)
  • 3.
    Brandon, Daniel
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Winberg, David
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Östman, Birgit
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP Trä.
    Nordic standardisation of fire safety engineering methods for innovative building solutions2015In: Proceedings of the 1st European Workshop Fire Safety of Green Buildings, Shaker , 2015, , p. 119-122Conference paper (Other academic)
  • 4. Buck, D
    et al.
    Wang, X
    Hagman, O
    Gustafsson, A
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Bending Properties of Cross Laminated Timber (CLT) with a 45° Alternating Layer Configuration2016In: BioResources, ISSN 1930-2126;1930-2126, Vol. 11, no 2, p. 4633-4644Article in journal (Refereed)
  • 5. Buck, D
    et al.
    Wang, X
    Hagman, O
    Gustafsson, A
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Further development of cross laminated timber (CLT) – mechanical tests on 45° alternating layers2016In: : Proceedings of World Conference on Timber Engineering,, 2016Conference paper (Other academic)
  • 6.
    Couceiro, Jose
    et al.
    Luleå tekniska universitet, Luleå, Sweden.
    Vikberg, Tommy
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Hansson, Lars
    NTNU Ålesund, Norway.
    Moren, Tom
    Luleå tekniska universitet, Luleå, Sweden.
    In Situ CT-Scanning of Checking and Collapse Behaviour of Eucalyptus nitens During Drying2016In: Proceedings of the 59th International Convention of Society of Wood Science and Technology March 6-10, 2016 – Curitiba, Brazil, 2016, 2016, p. 8-14Conference paper (Refereed)
    Abstract [en]

    Eucalyptus nitens has become a commercially important species in Chile and it isrepresenting one of the fastest growing wood-stock in the country. Today, it is widelyused for pulp and paper production, but the interest in using the solid wood has increasedin recent years. Before the sawn timber can be utilized, its moisture content must bereduced. Often during drying, hydrostatic tension forces within the cell exceed thecompressive strength of the thin cell wall of Eucalyptus nitens and the cell collapses. Thisphenomenon usually leads to severe surface deformation and both surface and internalcracks (honeycombing). Yield and quality of the final product, and thereby sawmills’profitability, are decreased by these cracks and deformations. The aim of this study wasto investigate, by CT-scanning samples throughout the drying process, if it is possible todetect when and how cracking and deformation occurs and develops in specimens ofEucalyptus nitens from Chile. Based on this knowledge, better drying schedules canhopefully be developed to improve the yield and provide a higher end-quality of the sawntimber.

  • 7.
    Fortino, S
    et al.
    VTT Technical Research Centre of Finland Ltd, Finland.
    Hradil, P
    VTT Technical Research Centre of Finland Ltd, Finland.
    Genoese, A
    University of Calabria, Italy; University of Roma Tre, Italy.
    Pousette, Anna
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Fjellström, PA
    A multi-Fickian hygro-thermal model for timber bridge elements under Northern Europe climates2016Conference paper (Other academic)
    Abstract [en]

    This work proposes a multi-Fickian method to analyse the hygro-thermal behaviour of timber bridge elements under Northern Europe climates. A temperature-dependent wood hysteresis is included in the model and the thermal effects due to temperatures above and below zero are taken into account. As a case study, the model is used for the hygro-thermal simulation of a glulam beam of Älsvbacka bridge in North of Sweden that was monitored by using wireless sensors in a previous study. The model, implemented in Abaqus FEM code, is able to predict the states of moisture and temperature in protected parts of the beam by using as external loads the relative humidity and temperature of the air provided by in-situ measurements. Furthermore a simplified model using a wood hysteresis independent of temperature is found to provide similar results and appears easier to implement in finite element codes.

  • 8.
    Gustafsson, Anders
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Certifiering av träbyggsystem för export till Norge,: Slutrapport TräCentrum Norr, augusti 2016.2016Report (Other academic)
  • 9.
    Just, Alar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Improvement of the fire design models of timber frame assemblies in Eurocode 5.2016In: Proceedings of the 8th International Conference on Wood and Fire Safety 2016, 2016, p. 123-127Conference paper (Other academic)
  • 10.
    Just, Alar
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Brandon, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Noren, Joakim
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Execution of timber structures and fire safety2016In: Proceedings of World Conference on Timber Engineering (WCTE 2016), 2016Conference paper (Other academic)
  • 11.
    Just, Alar
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Brandon, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Östman, Birgit
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Brandstopp i byggnadskonstruktioner: Resultat från SBUF projekt 129932016Report (Other academic)
    Abstract [sv]

    Bristande brandteknisk funktion hos byggnadstekniska detaljlösningar är ofta en starkt

    bidragande orsak till brandspridning. Flera incidenter de senaste åren visar tydligt att byggsystem

    med hålrum kan ha stor inverkan på brandförloppet och medföra stora egendomsskador i alla

    typer av byggnader. Befintliga rekommendationer om att brandstopp måste installeras i hålrum

    för att hindra att dolda bränder uppstår och sprids mellan brandceller följs tyvärr ofta inte inom

    praktiskt byggande.

    Syftet med projektet är att utveckla en lämplig metodik för att verifiera funktionen hos olika

    typer av brandstopp i byggnader, att dokumentera funktionen hos några typer av brandstopp

    enligt relevant metodik samt att ge underlag för riktlinjer om hur brandstopp ska utformas och

    användas. Resultaten ska även kunna användas för att bedöma befintliga detaljlösningar.

    Arbetet har inriktats främst på brandstopp för hålrum i modulhus. Olika typer av brandstopp för

    sådana hålrum har studerats bland annat genom provningar i modellskala. Befintlig

    provningsteknik har vidareutvecklats och en reviderad metodik har föreslagits.

    Som ett första resultat för praktisk användning har riktlinjer tagits fram för hur brandstopp ska

    utformas och användas i modulkonstruktioner. De främsta målgrupperna är bygg- och

    byggmaterialindustrin samt brandkonsulter

  • 12.
    Kurkinen, Eva-Lotta
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Byggnadsfysik och innemiljö.
    Noren, Joakim
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Peñaloza, Diego
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Al-Ayish, Nadia
    RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.
    During, Otto
    RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.
    Energi och klimateffektiva byggsystem: Miljövärdering av olika stomalternativ2015Report (Other academic)
    Abstract [en]

    In the collaborative forum Positive footprint housing® Riksbyggen is building the Viva residential quarter, which is a sustainability project at the very forefront of what is possible with contemporary construction. The idea is that this residential quarter should be fully sustainable in ecological, economic and social terms. Since 2013, a number of pilot studies have been completed under the auspices of the Viva project framework thanks to financing from the Swedish Energy Agency.

    The various building frame alternatives that have been evaluated are precast concrete, cast in-situ concrete and solid wood, all proposed by leading commercial suppliers. The report includes a specific requirement for equivalent functions during the use phase of the building, B. An interpretation has been provided that investigates the building engineering aspects in detail, as well as an account of the results based on the social community requirements specified in Viva, durability, fire, noise and energy consumption in the Swedish National Board of Building, Planning and Housing building regulations (BBR), plus Riksbyggen’s own requirements, Sweden Green Building Council’s Environmental Building Gold (Miljöbyggnad Guld) and 100-year life cycle. Given that the alternatives have different long-term characteristics (and also that our knowledge of these characteristics itself varies), these functional requirements have been addressed by setting up different scenarios in accordance with the EPD standard EN 15978.

    Because Riksbyggen has specified a requirement for a 100-year life cycle, we have also opted for an analysis period of 100 years.

    The results show no significant differences between concrete and timber structures for the same functions during the life cycle, either for climate or for primary energy. The minor differences reported are accordingly less than the degree of uncertainty involved in the study.

    The available documentation on the composition of the relevant intumescent paint coating on solid wood frames differs from source to source, so it was not possible to fully allow for the significance of this.

    The LCA has not included functional changes in the building linked to load-bearing characteristics, noise, moisture, health or other problems that may result in increased maintenance and replacement. The concrete houses have been dimensioned for 100 years, for instance, in accordance with tried and tested standards and experience. The solid wood house is not dimensioned in the same way, and this has led to us having to assume various scenarios.

    The results also show the following:

     

    • The uncertainties involved in comparing different structures and alternative solutions are very significant. The results are affected by factors such as life cycle, the functional requirements taken into consideration, transportation, design and structural details, etc.

     

    • Variations in the built items and a considerable degree of uncertainty in the assumptions make it difficult to obtain significant results on comparisons. Only actual construction projects with known specific data, declared from a life cycle perspective that takes into account actual building developer

    requirements and involving different scenarios (best, documented and worst-case) for the user stage can currently be compared.

     

    • In the other hand, comparisons restricted to different concrete structures only, or to different timber structures only, ought to involve a lower degree of uncertainty, These would then provide results that are significant as well as improvement requirements that are relevant.

     

    • There is potential for improving concrete by imposing requirements on the material

     

    • There is potential for improving solid wood frames by developing and guaranteeing well-documented long-term characteristics for all functional requirements.

     

    The LCAs were performed as an iterative process where all parties were given the opportunity to submit their viewpoints and suggestions for changes during the course of the work. This helped ensure that all alternatives have been properly thought through.

    Because, during the project, Riksbyggen opted to procure a concrete frame, in the final stage the researchers involved focused on ensuring the procurement process would result in the concrete frame as built meeting the requirements set out above. As things currently stand, the material requirements for the concrete are limited by the production options open to the suppliers, and this is therefore being investigated in the manufacture of precast concrete frames for the Viva cooperative housing association.

     

  • 13. Kurkinen, Eva-Lotta
    et al.
    Norén, Joakim
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Peñaloza, Diego
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Al-Ayish, Nadia
    RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.
    During, Otto
    RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.
    Energy and climate-efficient construction systems: Environmental assessment of various frame options for buildings in Brf. Viva2018Report (Other academic)
    Abstract [en]

    In the collaborative forum Positive footprint housing® Riksbyggen is building the Viva residential quarter, which is a sustainability project at the very forefront of what is possible with contemporary construction. The idea is that this residential quarter should be fully sustainable in ecological, economic and social terms. Since 2013, a number of pilot studies have been completed under the auspices of the Viva project framework thanks to financing from the Swedish Energy Agency. The various building frame alternatives that have been evaluated are precast concrete, cast in-situ concrete and solid wood, all proposed by leading commercial suppliers. The report includes a specific requirement for equivalent functions during the use phase of the building, B. An interpretation has been provided that investigates the building engineering aspects in detail, as well as an account of the results based on the social community requirements specified in Viva, durability, fire, noise and energy consumption in the Swedish National Board of Building, Planning and Housing building regulations (BBR), plus Riksbyggen’s own requirements, Sweden Green Building Council’s Environmental Building Gold (Miljöbyggnad Guld) and 100-year life cycle. Given that the alternatives have different long-term characteristics (and also that our knowledge of these characteristics itself varies), these functional requirements have been addressed by setting up different scenarios in accordance with the EPD standard EN 15978. Because Riksbyggen has specified a requirement for a 100-year life cycle, we have also opted for an analysis period of 100 years. The results show no significant differences between concrete and timber structures for the same functions during the life cycle, either for climate or for primary energy. The minor differences reported are accordingly less than the degree of uncertainty involved in the study. The available documentation on the composition of the relevant intumescent paint coating on solid wood frames differs from source to source, so it was not possible to fully allow for the significance of this. The LCA has not included functional changes in the building linked to load-bearing characteristics, noise, moisture, health or other problems that may result in increased maintenance and replacement. The concrete houses have been dimensioned for 100 years, for instance, in accordance with tried and tested standards and experience. The solid wood house is not dimensioned in the same way, and this has led to us having to assume various scenarios.

    The results also show the following:

    • The uncertainties involved in comparing different structures and alternative solutions are very significant. The results are affected by factors such as life cycle, the functional requirements taken into consideration, transportation, design and structural details, etc.

    • Variations in the built items and a considerable degree of uncertainty in the assumptions make it difficult to obtain significant results on comparisons. Only actual construction projects with known specific data, declared from a life cycle perspective that takes into account actual building developer requirements and involving different scenarios (best, documented and worst-case) for the user stage can currently be compared.

    • In the other hand, comparisons restricted to different concrete structures only, or to different timber structures only, ought to involve a lower degree of uncertainty. These would then provide results that are significant as well as improvement requirements that are relevant.

    • There is potential for improving concrete by imposing requirements on the material

    • There is potential for improving solid wood frames by developing and guaranteeing well-documented long-term characteristics for all functional requirements.

    The LCAs were performed as an iterative process where all parties were given the opportunity to submit their viewpoints and suggestions for changes during the course of the work. This helped ensure that all alternatives have been properly thought through.

    Because, during the project, Riksbyggen opted to procure a concrete frame, in the final stage the researchers involved focused on ensuring the procurement process would result in the concrete frame as built meeting the requirements set out above. As things currently stand, the material requirements for the concrete are limited by the production options open to the suppliers, and this is therefore being investigated in the manufacture of precast concrete frames for the Viva cooperative housing association.

  • 14. König, Jürgen
    et al.
    Norén, Joakim
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Forsén, Nils E
    Wood construction behavior in natural/parametric fires2011Conference paper (Other academic)
  • 15.
    Mäger, KN
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Brandon, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Just, Alar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Determination of the effective material properties for the thermal simulations.2016In: proceedings of the 3rd meeting of INTER - International Network on Timber Engineering Research, 2016Conference paper (Other academic)
  • 16.
    Nele Mäger, Katrin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Implementation of new materials to the component additive method for fire design of timber structures2016Report (Other academic)
    Abstract [en]

    Fire resistance of timber structures is an important topic of research and discussion. A popular method for protecting timber members against fire is the use of protective non-combustible claddings. For these, the most widespread material is gypsum plasterboard. A method for calculating the fire resistance of timber frame assemblies is the improved component additive method which will be introduced to the next version of the European standard EN 1995-1-2. Currently there exist formulas only for material groups. In this work two more materials are added and the implementation procedure is described. Four horizontal model scale furnace tests were conducted. Thermal simulations of the tested configurations were conducted by the finite element software SAFIR v2014a1. The thermal parameters of the studied materials were calibrated in order to obtain the same temperature rise curves as were shown in the fire tests. The calibration procedure developed was implemented on cellulose fibre insulations. With the suitable effective thermal parameters, another set of simulations was run based on the work of Vanessa Schleifer and material specific formulas derived. These were compared with results of separate full scale test results to verify the safety of the calculations.

  • 17.
    Niklewski, J
    et al.
    Lund University, Sweden.
    Frühwald Hansson, E
    Lund University, Sweden.
    Pousette, Anna
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Fjellström, PA
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Durability of rain-exposed timber bridge joints and components2016Conference paper (Other academic)
  • 18.
    Norén, Joakim
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Räftegård, Oskar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Energi och Bioekonomi, Klimatisering och installationsteknik.
    Södra Climate Arena: uppföljning2015Report (Refereed)
  • 19.
    Ohman, Micael Bjorn
    et al.
    Luleå University of Technology, Sweden.
    Sandberg, Karin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Pousette, Anna
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Dimensional stability in four different wooden facade claddings2016Conference paper (Other academic)
    Abstract [en]

    The hypothesis is that a good cladding system in wood should be characterized by a homogeneous dimensional behaviour with minimal variation between individual panel boards to minimize maintenance, i.e. repainting or, in the worst case, replacement of whole panels. Four different types of cladding panels were tested: a regular spruce panel, a quality-sorted P-marked spruce panel, a regular panel of pine heartwood and a spruce glulam panel, 50 panels of each type. The objective was to study the dimensional changes under changing moisture conditions in order to find the cladding material with the smallest possible dimensional and distortion movements. The shape stability of the panels was measured and expressed in terms of bow, spring, twist and cupping. The spruce glulam panels showed the best shape stability, proven significantly different in comparison to the other two spruce panel systems. Panels of pine heartwood showed a tendency greater dimensional stability than the spruce panels, but not enough to be considered statistically significantly different in this study.

  • 20. Peñaloza, Diego
    et al.
    Pantze, Anna
    Erlandsson, Martin
    Pousette, Anna
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Life cycle assessment of road bridges: Implications from using biobased building2016Conference paper (Other academic)
  • 21.
    Pousette, Anna
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Schlyter Gezelius, Camilla
    Gezelius Arkitektkontor AB, Sweden.
    Innovative façade elements of wood with modern design and new technology2016Conference paper (Other academic)
  • 22.
    Sandberg, Karin
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Orskaug, Thomas
    Norwegian Institute of Wood Technology,Oslo, Norway.
    Andersson, Allan
    Novia University of Applied Sciences, Vasa, Finland.
    Prefabricated Wood Elements for Sustainable Renovation of Residential Building Façades2016In: Energy Procedia, ISSN 1876-6102, E-ISSN 1876-6102, Vol. 96, p. 756-767Article in journal (Refereed)
    Abstract [en]

    Prefabricated elements to provide environmentally friendly, energy- and cost-efficient solutions for the building envelope have been studied. The newly developed element system has a high level of flexibility since it is possible to adjust the length of the connection rods according to the building's energy requirements and it can be mounted on timber, concrete and brick structures. Adjustability to different types of buildings structures, materials, tolerances, geometries and energy requirements makes it very applicable and efficient.

  • 23.
    Schmid, Joachim
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP Trä.
    Klippel, Michael
    Just, Alar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP Trä.
    Brandon, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Comparison of test results and the Reduced Cross-Section Method using a zero-strength layer2014In: Proceedings of the 1st European Workshop Fire Safety of Green Buildings, Shaker , 2014, , p. 51-53Conference paper (Other academic)
  • 24.
    östman, Birgit
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Fire safety in timber buildings – First European guideline2016In: SPFE Europe, no 3Article in journal (Other (popular science, discussion, etc.))
    Abstract [en]

    The first European design guide for fire safety in timber buildings has been developed that presents information for architects, engineers, educators, regulatory authorities and building industry professionals for the fire-safe use of timber structures and wood products in buildings. The guide, available in nine languages, aims to provide the highest scientific knowledge with regard to fire safety on the European level. The guide covers the use of design codes (such as Eurocode 5 Design of timber structures), European fire standards, practical guidance and examples for fire safe design and principles of performance-based fire design.

    The design guide is focusing on structural fire protection by providing the latest detailed guidance on load-bearing and separating functions of timber structures under standard fire exposure. New modelling not yet included in Eurocode 5 is presented. The guide includes information on the reaction to fire performance of wood products according to the new European system. The importance of proper detailing in building design is stressed by practical solutions. Active measures of fire protection are presented as important means in fulfilling fire safety objectives.

  • 25.
    Östman, Birgit
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Brandon, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Fire Safety Challenges of Tall Wood Buildings – Phase 2: Task 1 - Literature Review2016Report (Refereed)
  • 26.
    Östman, Birgit
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Brandon, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Fire Safety Engineering – Opportunities and challenges for timber buildings2016In: Proceedings World Conference on Timber Engineering WCTE2016,, 2016, article id 1066aConference paper (Refereed)
  • 27.
    Östman, Birgit
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Brandon, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Just, Alar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Brandstopp i modulbyggnader2016In: Bygg & teknik, no 6Article in journal (Other (popular science, discussion, etc.))
    Abstract [sv]

    Bristande brandteknisk funktion hos byggnadstekniska detaljlösningar är ofta en starkt bidragande orsak till brandspridning. Flera incidenter de senaste åren visar tydligt att byggsystem med hålrum kan ha stor inverkan på brandförloppet och medföra stora egendomsskador i alla typer av byggnader. Befintliga rekommendationer om att brandstopp måste installeras i hålrum för att hindra att dolda bränder uppstår och sprids mellan brandceller följs tyvärr ofta inte inom praktiskt byggande.brandprovning.

  • 28.
    Östman, Birgit
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Tsantaridis, Lazaros
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Durability of the reaction to fire performance for fire retardant treated (FRT) wood products in exterior applications: a ten years report2016In: Proceedings 2nd International Seminar for Fire Safety of Facades, Lund, Sweden, May 2016., 2016, article id 05005Conference paper (Refereed)
    Abstract [en]

    Several long term experimental studies on the maintained reaction to fire performance of fire retardant treated (FRT) wood products over time are presented. They are performed according to a European system based on earlier Nordic and North American systems and include accelerated ageing according to different procedures and natural weathering up to ten years. Main conclusions are: The hygroscopic properties are unchanged compared to untreated wood for most FRT wood products used commercially. The reaction to fire properties of FRT wood may be maintained after accelerated and natural ageing if the retention levels are high enough, but several FRT wood products loose most of their improved reaction to fire properties during weathering. Paint systems contribute considerably to maintain of the fire performance at exterior application and are usually needed to maintain the fire performance after weathering.

  • 29.
    Östman, Birgit
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Tsantaridis, Lazaros
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Durability of the Reaction to Fire performance of Fire Retardant Treated wood products in exterior applications – a ten years report2016In: Proceedings of 8th International Conference on Wood and Fire Safety, 2016, p. 237-244Conference paper (Refereed)
  • 30.
    Östman, Birgit
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Tsantaridis, Lazaros
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad, Träbyggande och boende.
    Fire retardant treated wood products – Properties and uses2016In: THE INTERNATIONAL RESEARCH IRG/WP GROUP ON WOOD PROTECTION IRG  2016, 2016, article id 16-30701Conference paper (Refereed)
1 - 30 of 30
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