Lisø PhD Dissertation Manuscript - NTNU

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Lisø, K.R./ Building envelope performance in harsh climates: Methods for geographically dependent design Complementary work carried out by master students Almås, A.J. (2005) Nye klimadata for bygningsfysisk prosjektering (New climate data for design of building enclosures, in Norwegian), Master Thesis, Department of Civil and Transport Engineering, Norwegian University of Science and Technology (NTNU), Trondheim. Almås, A.J. (2004) Klimadata for frostsikring (Climate data for frost protection, in Norwegian), Project Thesis, Department of Civil and Transport Engineering, Norwegian University of Science and Technology (NTNU), Trondheim. Bjerkevoll, P. (2005) Klimapåkjenninger og prosessforårsakede byggskader (Climatic impact and process induced building defects, in Norwegian), Master Thesis, Department of Civil and Transport Engineering, Norwegian University of Science and Technology (NTNU), Trondheim. Bjerkevoll, P. (2004) Ytterveggskonstruksjoner - Byggskadeanalyse (External wall structures – Building damage analysis, in Norwegian), Project Thesis, Department of Civil and Transport Engineering, Norwegian University of Science and Technology (NTNU), Trondheim. Sagen, V. (2004) Klimarelaterte byggskader - årsaker, omfang og forebyggende tiltak (Building damage related to climate - causes, extent and preventive actions, in Norwegian), Master Thesis, Department of Civil and Transport Engineering, Norwegian University of Science and Technology (NTNU), Trondheim. The master’s students have been supervised by K.R. Lisø and J.V. Thue 28
Lisø, K.R./ Building envelope performance in harsh climates: Methods for geographically dependent design Individual papers Part A Approaches to performance assessments under a changing climate I. Lisø, K.R., Aandahl, G., Eriksen, S. and Alfsen, K. H. (2003) Preparing for climate change impacts in Norway’s built environment. Building Research & Information 31(3/4), 200-209. II. Lisø. K.R., Time, B., Kvande, T. and Førland, E. J. (2003) Building enclosure performance in a more severe climate, Research in Building Physics – Proceedings of the 2 nd International Conference on Building Physics (Carmeliet J. et al. eds.), A.A. Balkema Publishers, Lisse, 309-317. III. Nordvik, V. and Lisø, K.R. (2004) A primer on the building economics of climate change. Construction Management and Economics 22, 765-775. Viggo Nordvik and Kim Robert Lisø have developed the analytical framework presented in Paper III. Nordvik had main responsibility for the formal formulation and interpretation of the model. Lisø had main responsibility for the assessments concerning building performance and climate change, as a basis for the development of the microeconomic model. The paper is a joint work performed and written by Nordvik and Lisø. IV. Lisø, K.R. (2006) Integrated approach to risk management of future climate change impacts. Building Research & Information 34(1), 1-10. 29
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Page 55 and 56: with large amounts of precipitation
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Page 75 and 76: cost of repairing process-induced b
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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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