Lisø PhD Dissertation Manuscript - NTNU

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Lisø, K.R./ Building envelope performance in harsh climates: Methods for geographically dependent design viii
Lisø, K.R./ Building envelope performance in harsh climates: Methods for geographically dependent design List of 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. IV. Lisø, K.R. (2006) Integrated approach to risk management of future climate change impacts. Building Research & Information 34(1), 1-10. Part B Review of the Norwegian building stock and building practice V. Lisø, K.R., Kvande, T. and Thue, J.V. (2006) Learning from experience – an analysis of process induced building defects in Norway, 3 rd International Building Physics/Science Conference, Montreal Canada, August 27-31, 2006 (in press). VI. Lisø, K.R., Kvande, T. and Thue, J.V. (2005) High-performance weatherprotective flashings. Building Research & Information, 33(1), 41-54. VII. Kvande, T. and Lisø, K.R. (2006) Climate adapted design of masonry structures. Building and Environment (submitted). VIII. Meløysund, V., Lisø, K.R., Siem, J. and Apeland, K. (2006) Increased snow loads and wind actions on existing buildings: Reliability of the Norwegian building stock. Journal of structural engineering (in press). ix
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Page 55 and 56: with large amounts of precipitation
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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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