Lisø PhD Dissertation Manuscript - NTNU

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Contact information: SINTEF Building and Infrastructure P.O.Box 124 Blindern, NO-0314 Oslo, Norway Telephone +47 22 96 55 55 Or Norwegian University of Science and Technology (NTNU) Department of Civil and Transport Engineering Høgskoleringen 7A, NO-7491 Trondheim, Norway Telephone +47 73 59 46 40 kim.robert.liso@sintef.no ISBN Printed version: ISBN electronic version: ISSN Doctoral thesis serial number 2006:XX Printed by Tapir Uttrykk, Trondheim, Norway 2006. This PhD study has been carried out within the SINTEF research & development programme “Climate 2000 – Building constructions in a more severe climate” (2000-2007) www.byggforsk.no/prosjekter/klima2000
Lisø, K.R./ Building envelope performance in harsh climates: Methods for geographically dependent design Acknowledgements This PhD study has been carried out within the SINTEF research & development programme “Climate 2000 – Building constructions in a more severe climate” (2000- 2007), strategic institute project “Impact of climate change on the built environment”. I gratefully acknowledge all construction industry partners and the Research Council of Norway (NFR reference no. 154002). I would like to express my sincere gratitude to Carl Oscar Pedersen (Forsvarsbygg) and Åge Hallquist (former managing director of the Norwegian Building Research Institute) for believing in “Climate 2000” ever since I initiated the programme in the beginning of the year 2000. A lot of thanks also to all partners and colleagues who have contributed in making this programme one of the largest ongoing research programmes within the Norwegian construction industry. Finally, a special thanks to my co-authors, and to my supervisors and management team; professor Jan Vincent Thue and professor Tore Kvande. May 2006 Kim Robert Lisø iii
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Page 43 and 44: LisÖ et al. on how to cope with an
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Page 47 and 48: LisÖ et al. business premises. The
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4 CLIMATE CHANGE SCENARIOS FOR NORW
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with large amounts of precipitation
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will most likely be worse, even wit
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Graves, H.M. & Phillipson, M.C. 200
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766 Nordvik and Lisø The topic of
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768 Nordvik and Lisø into the futu
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770 Nordvik and Lisø climate chang
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772 Nordvik and Lisø 0 Â Â = p d
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774 Nordvik and Lisø probably to a
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BUILDING RESEARCH &INFORMATION (200
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cost of repairing process-induced b
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change in quality (Mehus et al., 20
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on the impacts of different climati
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different strategies: risk-based, p
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Lisø, K.R./ Building envelope perf
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Learning from experience - an analy
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An important aspect of the programm
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Concrete walls 32 % LECA masonry 10
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construction industry, and academic
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BUILDING RESEARCH &INFORMATION (JAN
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greater variations (Lisø et al., 2
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Typical problem areas and recommend
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Figure 3b Recommended design of win
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Figure 7 Example showing the recomm
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Figure 11a Poor solution for a £as
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Acknowledgements This paper was wri
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Climate adapted design of masonry s
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2. Masonry defects in Norway 2.1. S
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Fig. 2. Example illustrations of th
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The presented results are in good a
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appropriate in a more severe type o
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screen in a two-stage weatherproofi
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INCREASED SNOW LOADS AND WIND ACTIO
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The hurricane (Beaufort number 12)
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The extensive revisions of the code
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The number of buildings investigate
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As is apparent from the values in t
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climate change is now dominated by
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TABLE 3. Summary of findings Struct
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Lisø, K.R./ Building envelope perf
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temperature of -4°C or less. See F
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Today, frost resistance of brick, c
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degree of saturation, freezing will
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accelerated frost damage or frost d
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A possible objection to the present
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[17] Dührkop H., Saretok V., Sneck
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Decay potential in wood structures
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Wood decaying fungi will only be ac
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to promote decay prevails. Two of t
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Acknowledgements This paper has bee
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(a driving rain gauge), however, is
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Fig. 1. Map of Norwayshowing the lo
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Frequency 25 20 15 10 5 0 highest p
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interesting to compare those result
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Effects of wind exposure on roof sn
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In ISO 4355 ”Bases for design of
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variety of roofs and wind exposures
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Li and Pomeroy [13] evaluated hourl
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Fig. 5. Exposure coefficients for 3
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meteorological stations are expecte
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Many of the meteorological stations
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the ground with return period of 30
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References [1] Standards Norway. De
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Lisø PhD Dissertation Manuscript - NTNU

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