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  • 151.
    Sandström, Matz
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Inverkan av ballastens sammansättning och kvalitet på betongs frostbeständighet. (SBUF projekt 7049)1990Report (Refereed)
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  • 152.
    Sandström, Matz
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Regler för P-märkning av tegel.1991Report (Refereed)
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  • 153.
    Seyed Hoseini Nazari, Mohammed
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik. Chalmers University of Technology.
    Wear characteristics of materials for artificial hip joints2005Doctoral thesis, monograph (Other academic)
  • 154.
    Sjöstrand, Karin
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Ernits, Heiti
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Energi och Bioekonomi, Systemanalys.
    Kempe, Marcus
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Mätteknik, Elektricitet.
    Norefjäll, Fredric
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Energi och Bioekonomi, Systemanalys.
    Realtidssensorer för urbant dagvatten2014Report (Refereed)
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  • 155.
    Sjöstrand, Karin
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Kärrman, Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Urban Water Management.
    InnoVa – Innovationer i områden med vattenbrist2014Report (Refereed)
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    FULLTEXT01
  • 156.
    Sjöstrand, Karin
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Virgin, H
    Pirzadeh, P
    Thulin Olander, H
    Dahlqvist, P
    Sverige måste bli bättre på att kontrollera dricksvattnet2014In: Dagens Nyheter, no 2014-01-02Article in journal (Other (popular science, discussion, etc.))
  • 157.
    Sjöstrand, Karin
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Yarahmadi, Nazdaneh
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Kärrman, Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Urban Water Management.
    Metod för val av vattenförsörjning i områden med vattenbrist: en handbok2014Report (Refereed)
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    FULLTEXT01
  • 158.
    Skog, Johan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik. Luleå University of Technology.
    Combining X-ray and 3D scanning of logs2009Licentiate thesis, monograph (Other academic)
  • 159.
    Späh, Moritz
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Liebl, Andreas
    Leistner, Philip
    Acoustics in wooden buildings – Correlation analysis of subjective and objective parameters: AcuWood Report 42014Report (Refereed)
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    FULLTEXT01
  • 160.
    Späh, Moritz
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Liebl, Andreas
    Leistner, Philip
    Acoustics in wooden buildings – Evaluation of acoustic quality in wooden buildings: Listening tests and questionnaire field study2014Report (Refereed)
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    FULLTEXT01
  • 161.
    Späh, Moritz
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Liebl, Andreas
    Leistner, Philip
    Acoustics in wooden buildings – Field Measurements in Multi-Storey Buildings: AcuWood Report 22014Report (Refereed)
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    FULLTEXT01
  • 162.
    Späh, Moritz
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Liebl, Andreas
    Leistner, Philip
    Acoustics in wooden buildings – Measurements in the Laboratory and in Single Family Houses: AcuWood Report 12014Report (Refereed)
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    FULLTEXT01
  • 163.
    Stenberg, Fredrik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Adhesives for ceramic tiles - Determination of deformation capacity. Nordtest project 1387-98.1999Report (Refereed)
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  • 164.
    Stenberg, Fredrik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Test methods for mortar and masonry units - Interlaboratory comparison tests. Nordtest project 1323-97.1998Report (Refereed)
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  • 165.
    Stenberg, Fredrik
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Asztély, Jan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Metoder för provning av nötningsegenskaper hos industrigolv - jämförande provningar. Nordtest projekt 1490-002000Report (Refereed)
    Abstract [sv]

    New and improved screed materials for industrial floors are today developed to an ever increasing extent. An example is fast curing selt smoothing polymer modified cementitious compounds for industrial floors. However, the test methods for determining the wear resistance have not been adjusted and developed to suit the new floor screed materials. A few test methods are rather old fashioned and there is a need of a comparison test where commonly used test methods on the market are included and where the wear resistance of different types of floor screed materials developed in recent years are tested. This has been done in this report where six different test methods and seven different industrial flooring materials have been tested.

  • 166.
    Stenberg, Fredrik
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Lindqvist, Jan-Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Säkerhet vid reparation av skadade betongkonstruktioner - Bedömning av resthållfasthet1998Report (Refereed)
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  • 167.
    Stjernman, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Riskanalys av rörliga riskobjekt.1991Report (Refereed)
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  • 168.
    Stjernman, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Vägvalsstyrning - förstudie avseende användning av modern informations- och kommunikationsteknik.1992Report (Refereed)
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  • 169.
    Svensson, T
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    de Maré, J
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Random features of the fatigue limit1999In: Extremes, ISSN 1386-1999, E-ISSN 1572-915X, Vol. 2, no 2, p. 165-176Article in journal (Other academic)
  • 170.
    Svensson, T
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Wadman, Boel
    de Maré, J
    Determination of the fatigue limit method and problems.2000Report (Refereed)
  • 171.
    Svensson, Thomas
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Accuracy problems in the generation of discrete time stochastic processes.1994Report (Refereed)
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  • 172.
    Svensson, Thomas
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Variable amplitude fatigue, modelling and testing1993Report (Refereed)
    Download full text (pdf)
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  • 173.
    Svensson, Thomas
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Cramer, Espen
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Evaluation of crack growth data.1994Report (Refereed)
  • 174.
    Sällström, Jan Henrik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Statusbedömning av fjärrvärmerörsystem2012Report (Refereed)
    Download full text (pdf)
    FULLTEXT01
  • 175.
    Sällström, Jan Henrik
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Larsson, Jörgen
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Tillförlitlighet och Livslängd.
    Sandström, Johan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Tillförlitlighet och Livslängd.
    Stormwater boxes - aspects on verification, simulation and installa2014Report (Refereed)
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    FULLTEXT01
  • 176.
    Sällström, Jan Henrik
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Sällberg, Sven-Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Göteborg (BMg).
    Ramnäs, O
    Status assessments of district heating pipes2012Conference paper (Refereed)
    Abstract [en]

    Large parts of the existing pre-fabricated district heating pipe networks are close to reaching their technical life. There is a need to assess the status of the district heating pipes in order to plan maintenance and replacements of pipes. A first step towards developing a simple and cheap method for technical status assessments of existing pipes without shutting the pipes down has been taken. The proposed mechanical field method is based on that the district heating pipes are uncovered and cylindrical samples still attached to the service pipes are created by removing material around them by use of hole drills. Laboratory equipment for pulling or turning the cylindrical samples off, while measuring load and deformation, has been developed.

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  • 177.
    Sällström, Jan Henrik
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Thörnblom, Kristian
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Göteborg (BMg).
    Andersson, Hans
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Hållfasthet (BMh).
    Bolin, Lisa
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Energiteknik (ET).
    Minskning av risken för skador på gasledningar genom djupförläggning och användandet av grävskydd (Reducing the risks for gas pipe damages through deep digging and the use of protective plates)2013Report (Refereed)
    Abstract [sv]

    This report concerns part 2 of a project with the aim to propose protective measures for cables and pipelines for bio and natural gas. Part 1 was previously reported in SGC Rapport 2011:239. The wish is to be able to increase the pressure in the distribution networks from 4 to 10 bar without having to retain the safety distances valid for 80 bar pipelines. Polymer, concrete and steel protective plates, and deep digging are the physical measures considered. In part 1 a survey was made, in part by an enquiry, of the frequency, causes and consequences of incidents where pipelines were hit by excavators. Further, the rules and standards were investigated in countries where 7–10 bar pipelines are already in service. Here, in part 2 the perspective was widened to include, apart from gas pipelines, also all kinds of buried pipelines and cables. Now a visit to a supplier in France is reported, as well as an vestigation of costs and environmental impacts of the different protective measures, and an analysis of the strength of protective plates and of how they can best be positioned in the ground in relationship to the pipeline. The main result from the study visit to France was that new regulations mean that both new and existing pipelines have to be satisfactorily protected. For the physical point of view these plastic protective plates play an important part, and there are commercially available building systems of plates for which the strength and durability have been verified by tests. In the full scale experiments done in, e.g., France, it can be concluded that the plastic (HDPE) plates can wit stand high loads which are applied by use of a bucket with teeth mounted on an excavator. In some cases penetration of teeth occurs, but the plates will in that case either come up and alert the operator or stay in the ground and still protect the buried cable or pipeline. Concrete plate can also break, but the pieces are held together by the steel reinforcement. The analysis of costs and environmental impacts shows that plastic plates are preferred with regard to both aspects. In addition they have a very good signalling effect being produced in a bright yellow colour. Also deep digging can be effective taking into account costs and environmental aspects, but the risk reduction will according to literature be less than for the plates. Plastic plates are shown, in the literature surveyed, by full scale experiments to have at least as good, and sufficient, resistance to impact as concrete ones. This is verified by in-house numerical analyses. The finite element analyses show that the plastic plates deforms but do not break. The arching action of the backfill protects the buried pipe, and the stresses become only somewhat higher when using plastic plates instead of using stiff plates of steel or concrete. There may be unfavourable cases when the plastic plates cannot by themself stop forces and stresses passing down through soil layers acting on the buried pipe.

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  • 178.
    Sörelius, Helene
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Urban Water Management.
    Young Water Professionals vill påverka, utvecklas och ha kul2015In: Svenskt Vatten, Bilaga: Internationell Special, no 2, p. 9-Article in journal (Other (popular science, discussion, etc.))
  • 179.
    Tang, Luping
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Chloride diffusion coefficient of concrete and relevant test methods. The state-of-the-art and suggestions for future work. Nordtest project 1351-97.1997Report (Refereed)
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  • 180.
    Tang, Luping mfl
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Evaluation of the ultrasonic method for detecting the freeze/thaw cracking in concrete. Nordtest project 1321-97.1997Report (Refereed)
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    fulltext
  • 181.
    Theocharidou, Marianthi
    et al.
    JRC, Italy.
    Melkunaite, Laura
    dbi dansk brand- og sikringsteknisk institut, Denmark.
    Eriksson, Kerstin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Branddynamik.
    Winberg, David
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Honfi, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Strukturer och Komponenter.
    Lange, David
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Guay, Fanny
    dbi dansk brand- og sikringsteknisk institut, Denmark.
    Giannopoulos, Georgios (Contributor)
    JRC, Italy.
    Petersen, Laura (Contributor)
    EMSC, Spain.
    IMPROVER D1.2 First draft of a lexicon of definitions related to Critical Infrastructure Resilience2015Report (Other academic)
    Abstract [en]

    IMPROVER is a Horizon 2020 project focusing on how to improve European critical infrastructure resilience to crises and disasters through the implementation of resilience concepts to real life examples of pan-European significance, including cross-border examples.

    The project will develop methodologies for the implementation of societal, organisational and technological resilience concepts to critical infrastructure. To this end, it requires several resilience-related concepts to be identified and defined.

    This is the first version of the IMPROVER Lexicon of Definitions. It is the result of the first phase of the international survey conducted by the project and it gathers several resilience concepts and their definitions, as well as other key related terms. We envisage that this will be a dynamic document; that is to say that it will be updated and expanded throughout the duration of the project.

    At this stage, the document identifies and lists several identified definitions for each relevant to critical infrastructure concept, followed by a discussion. This helps the reader to identify similarities, common elements and differences among the listed definitions and work towards selecting a suitable definition for his/her work. For the IMPROVER project, we foresee that in upcoming versions of the document, we will be able to suggest and agree one definition for each term, which will be used by the project partners for the duration of the project and will reflect the assumptions of the proposed IMPROVER methodology.

    Download full text (pdf)
    IMPROVER D1.2 Lexicon
  • 182.
    Theocharidou, Marianthi
    et al.
    Joint Research Centre, Italy.
    Melkunaite, Laura
    Danish Institute of Fire and Security Technology, Denmark.
    Eriksson, Kerstin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Branddynamik.
    Winberg, David
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Honfi, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Strukturer och Komponenter.
    Lange, David
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Guay, Fanny
    Danish Institute of Fire and Security Technology, Denmark.
    Lin, Lexin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Branddynamik.
    Giannopoulos, Georgios (Contributor)
    Joint Research Centre, Italy.
    Petersen, Laura
    European-Mediterranean Seismological Centre, France.
    IMPROVER D1.3 Final lexicon of definitions related to Critical Infreastructure Resilience2016Report (Other academic)
    Abstract [en]

    IMPROVER is a Horizon 2020 project focusing on how to improve European critical infrastructure resilience to crises and disasters through the implementation of resilience concepts to real life examples of pan-European significance, including cross-border examples.

     

    The project will develop methodologies for the implementation of societal, organisational and technological resilience concepts to critical infrastructure. To this end, it requires several resilience-related concepts to be identified and defined.

     

    This is the final version of the IMPROVER Lexicon of Definitions. It is the result of the international survey conducted by the project and it gathers several resilience concepts and their definitions, as well as other key related terms from all the current, completed deliverables in the project.

     

    In this final version of the document, we offer a list of terms and their definitions which will reflect the assumptions of the proposed IMPROVER methodology and will be used by the project partners for the duration of the project. This lexicon will also serve as a recommendation for terminology towards the project partners, the associated partners, the collaborating projects and the CIP community in general.

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    IMPROVER D1.3
  • 183.
    Thörnblom, Kristian
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Göteborg (BMg).
    Sällström, Jan Henrik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Grävskydd och djupförläggning som riskreducerande åtgärder vid förläggning av 10 bars PE-rörsystem: Del 22012Report (Refereed)
    Abstract [sv]

    This report concerns part 2 of a project with the aim to propose protective measures for cables and pipelines for bio and natural gas. The wish is to be able to increase the pressure in the distribution networks from 4 to 10 bars without having to retain the safety distances valid for 80 bar pipelines. Polymer, concrete and steel protective plates, and deep digging are the physical measures considered. In part 1 a survey was made, in part by an enquiry, of the frequency, causes and conse-quences of incidents where pipelines were hit by excavators. Further, the rules and standards were investigated in countries where 7-10 bar pipelines are already in service. Now a visit to a supplier in France is reported, as well as an investigation of costs and environmental impact of the different protective measures, and an analysis of the strength of protective plates and of how they can best be positioned in the ground in relationship to the pipeline. The main result from the study visit to France was that new regulations mean that both new and existing pipelines have to be satisfactorily protected. For the physical part of these plastic protective plates play an important part, and there are commercially available building systems of plates for which the strength and durability have been verified by tests. The analysis of costs and environmental impact shows that plastic plates are to prefer with regard to both aspects. In addition they have a very good signalling effect being produced in a bright yellow colour. Also deep digging can be effective taking into account environmental and costs aspects, but the risk reduction will according to literature be less than for the plates. Plastic plates are shown, in the literature surveyed, by full scale experiments to have at least as good, and sufficient, resistance to impact as concrete ones. This is verified by in-house numerical analyses. A discussion is presented of how well the geometric design of pipeline and protective plate protects the pipeline against some digging scenarios with excavators of different sizes. Since the regulations are differing between countries and comprise a mix of administra-tive and physical protective measures in a way that is not quite evident, it was also found worthwhile to make a note, for possible further use, on how risk analysis can, and has been, used in connection with the establishment of major pipelines for optimization of protective measures.

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    FULLTEXT01
  • 184.
    Utgenannt, Peter
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Betongkvaliteter tillverkade av Elkem ASA 1998. Resultat från uppmätning av volym och ultraljudshastighet efter två vintersäsonger2000Report (Refereed)
  • 185.
    Utgenannt, Peter
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Betongkvaliteter tillverkade med norska bindemedel 1997. Resultat från uppmätning av volym och ultraljudshastighet efter tre vintersäsonger2000Report (Refereed)
  • 186.
    Utgenannt, Peter
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Provkroppar tillverkade 1996- Resultat från uppmätning av volym och ultraljudshastighet efter fyra vintersäsonge2000Report (Refereed)
  • 187.
    Utgenannt, Peter
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Ringprovning av betongs frostbeständighet enligt SS 13 72 44. - Fördjupad undersökning år 20012001Report (Refereed)
    Abstract [sv]

    Swedish Standard SS 13 72 44, better known as the "slab test", is used in Sweden and the Nordic countries, as well as in some other parts of Europe, to test the scaling resistance of concrete. In Sweden a large number of laboratories have tested concrete according to the "slab test" for over 10 years. To ensure the repeatability and the reproducibility of the test method the accredited laboratories regularly carry out round-robin tests under supervision of the Swedish Board for Accreditation and Conformity Assessment (SWEDAC).

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  • 188.
    Utgenannt, Peter
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik. Lund University.
    The influence of ageing on the salt-frost resistance of concrete2004Doctoral thesis, monograph (Other academic)
  • 189.
    Utgenannt, Peter et al
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Influence of freezing media on the frost resistance of concrete. Nordtest project 1533-012001Report (Refereed)
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  • 190.
    Waller, Erica
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Mätningar av formtryck vid gjutning med självkompakterande betong2002Report (Refereed)
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  • 191.
    Waller, Erica
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Sannum, Jörgen
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Rörställningar - Utvärdering enligt europeiska förslag till standarder och svenska regler för typkontroll av systemställningar1999Report (Refereed)
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  • 192.
    Waller, Erica
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Sannum, Jörgen
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Utvärdering av inklädda byggnadsställningar2000Report (Refereed)
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  • 193.
    Willquist, Karin
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Energi och Bioekonomi, Förbrännings- och aerosolteknik.
    Björkmalm, Johanna
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Energi och Bioekonomi, Förbrännings- och aerosolteknik.
    Sjöstrand, Karin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Lagerkvist, Anders
    Erixon, Robert
    Johansson, Björn
    Lundmark, Kent
    Hagemalm, Malin
    Liu, Jing
    Biological treatment toolbox for Swedish mine drainage2015Report (Refereed)
    Download full text (pdf)
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  • 194.
    Winberg, David
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Sjöstrand, Karin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Rörcentrum.
    Vattensprinkleranläggningar och kommunala vattenledningsnät - en vattendelare2015In: Brandposten, no 52, p. 10-Article in journal (Other academic)
  • 195.
    Ziethén, R
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Mathematical modelling as a tool for test method design1999In: Proceedings of the 1st International RILEM Symposium on Timber engineering, Stockholm, Sweden, Sept. 13-14, 1999, RILEM , 1999, , p. 649-658Conference paper (Other academic)
  • 196.
    Ziethén, Rune
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Evaluation of test methods for wood based panels. Determination of shear modulus and shear strength. Nordtest project 1060-92.1994Report (Refereed)
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  • 197.
    Ziethén, Rune
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Evaluation of test methods for wood based panels. Effects of specimen size on swelling and bending properties. A Nordtest cooperation project with participation of Denmark, Finland and Sweden. Nordtest project 939-90.1991Report (Refereed)
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  • 198.
    Ziethén, Rune
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Mathematical modelling of panel shear test conditions1999Report (Refereed)
    Download full text (pdf)
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  • 199.
    Ziethén, Rune
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Jonsson, Bengt
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Certifiering.
    Formaldehyde contents in Swedish chipboard. A comparison between different laboratories.1989Report (Refereed)
    Download full text (pdf)
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  • 200.
    Ågårdh, Lennart
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Modanalys av förspänd betongbro i Stora Höga. Metod för detektering av skador.1990Report (Refereed)
    Download full text (pdf)
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