Lisø PhD Dissertation Manuscript - NTNU

Lisø PhD Dissertation Manuscript - NTNU Lisø PhD Dissertation Manuscript - NTNU

10.04.2013 Views

Lisø, K.R./ Building envelope performance in harsh climates: Methods for geographically dependent design Part C presents methods for geographically dependent design of building envelopes. A method for assessing the relative potential of frost decay or frost damage of mineral materials exposed to a given climate is expressed in Paper IX. A national map of the potential for decay in wood structures in Norway is presented in Paper X. Detailed scenarios for climate change for selected locations in Norway are used to provide an indication of the possible future development of decay rates. A method for assessing driving rain exposures based on multi-year records of synoptic observations of present weather, wind speed and direction is presented in Paper XI. These and other indices, with established quantified relations between climatic impact and material behaviour or building performance, can be used as a tool for evaluation of changes in performance requirements or decay rates due to climate change under global warming incorporating data from regional- and local-level climate change scenarios as indicated in Paper X. Historical records of climate data have also been used to illuminate challenges arising when introducing international standards at the national level, without considering the need for adjustments to reflect local climatic conditions. The appropriateness of the exposure coefficient given in the design standard on roof snow loads now in force is analysed (Paper XII), illustrating the importance of scale in standardisation. Norway has areas with both high snow loads and high frequencies of wind. It is shown that the exposure coefficient does not reflect the actual effects of wind exposure on roof snow loads in these areas. An overview of main findings is presented in the following sections, referring to the twelve individual papers constituting this dissertation. Detailed presentations of results are given in the individual papers. 2.2 Methodology overview The following research methods have been applied to obtain the presented results: Analyses of climate change scenarios (Paper I, Paper II and Paper X). Overall analyses of data from the Ground Property, Address and Building Register (GAB register) as a basis for a vintage model of the robustness of the Norwegian building stock (Paper III and Paper VIII). Analyses of risk assessment methods (Paper IV). Analyses of building defect assignment reports in the SINTEF Building and Infrastructure’s Building defects archive (Paper V). Case studies of building defect assignment reports related to weatherprotective flashings and masonry structures (Paper VI and Paper VII). Field investigations of snow loads and wind actions on buildings (Paper VIII). Analyses of climate data from the Norwegian Meteorological Institute’s Climate archive (Papers IX-XII). Literature surveys (all papers). Methods and delimitations are thoroughly described in the referred individual papers. 12

Lisø, K.R./ Building envelope performance in harsh climates: Methods for geographically dependent design 2.3 Part A: Approaches to performance assessments under a changing climate Preparing for climate change impacts (Paper I) Global warming is going to lead to changes in the local climate in Norway, and there are a large number of areas that need to be targeted in order to reduce the sensitivity of the built environment and thus vulnerability to climate change. Measures aimed at adjustments in the built environment, such as alterations of government regulatory measures, building standards and design guidelines, constitute only a partial adaptation to climate change. In order for adaptation to be effective and realizable, larger societal adjustments are needed. This is here demonstrated through examining climate change adaptation in Norway, focusing specifically on the built environment. Climate change could have a major impact on both the everyday weather and the frequency of extreme weather events. The safety levels in building regulations and codes with regard to undesirable incidents should therefore be reviewed regularly in order to uphold a proper level of reliability. A related challenge, demonstrated by e.g. the damages of the hurricane that hit Northwest Norway in 1992, is the inability to ensure that building codes are adhered to in practice. Ways to strengthen institutional capacity to implement appropriate building standards and Codes of Practice is an important element in adaptation to climate change (addressed in particular in Paper IV). It is probable that climate change will adversely affect property insurance. Insurance companies could be rendered vulnerable to climate change through changes in the frequency of storms and floods throughout the country. The harsh and varied climate means it is particularly important to take into account climatic challenges at the local level. Both the functionality of the existing built environment and the design of future buildings are likely to be altered by climate change impacts. The construction industry’s determination and ability to respond to climate change will be an important factor in the development of adaptation strategies. Building envelope performance in harsh climates (Paper II) Climatic impact from precipitation, wind, temperature and exposure to the sun causes extensive degradation and damage to the built environment every year. The understanding of how degradation and damage can best be reduced is of significant importance in the design and construction of buildings. Building materials, structures and external envelopes will in the future probably have to withstand even greater climatic impact in parts of Norway than today. The weather trend in Norway over the last 10–15 years, with mild autumn-winter seasons with heavy precipitation and frequent storms along the coast, is expected to intensify. The work provides an overall view of building physics related challenges concerning the design of roofs and façades, together with a few detailed climate change scenarios for Norway. Climate change will have different climatic impacts on different types of buildings depending on scale, use, design, construction and location, as discussed in Paper II. 13

<strong>Lisø</strong>, K.R./ Building envelope performance in harsh climates: Methods for geographically dependent design<br />

Part C presents methods for geographically dependent design of building envelopes.<br />

A method for assessing the relative potential of frost decay or frost damage of<br />

mineral materials exposed to a given climate is expressed in Paper IX. A national<br />

map of the potential for decay in wood structures in Norway is presented in Paper X.<br />

Detailed scenarios for climate change for selected locations in Norway are used to<br />

provide an indication of the possible future development of decay rates. A method<br />

for assessing driving rain exposures based on multi-year records of synoptic<br />

observations of present weather, wind speed and direction is presented in Paper XI.<br />

These and other indices, with established quantified relations between climatic<br />

impact and material behaviour or building performance, can be used as a tool for<br />

evaluation of changes in performance requirements or decay rates due to climate<br />

change under global warming incorporating data from regional- and local-level<br />

climate change scenarios as indicated in Paper X. Historical records of climate data<br />

have also been used to illuminate challenges arising when introducing international<br />

standards at the national level, without considering the need for adjustments to reflect<br />

local climatic conditions. The appropriateness of the exposure coefficient given in<br />

the design standard on roof snow loads now in force is analysed (Paper XII),<br />

illustrating the importance of scale in standardisation. Norway has areas with both<br />

high snow loads and high frequencies of wind. It is shown that the exposure<br />

coefficient does not reflect the actual effects of wind exposure on roof snow loads in<br />

these areas.<br />

An overview of main findings is presented in the following sections, referring to the<br />

twelve individual papers constituting this dissertation. Detailed presentations of<br />

results are given in the individual papers.<br />

2.2 Methodology overview<br />

The following research methods have been applied to obtain the presented results:<br />

Analyses of climate change scenarios (Paper I, Paper II and Paper X).<br />

Overall analyses of data from the Ground Property, Address and Building<br />

Register (GAB register) as a basis for a vintage model of the robustness of<br />

the Norwegian building stock (Paper III and Paper VIII).<br />

Analyses of risk assessment methods (Paper IV).<br />

Analyses of building defect assignment reports in the SINTEF Building and<br />

Infrastructure’s Building defects archive (Paper V).<br />

Case studies of building defect assignment reports related to weatherprotective<br />

flashings and masonry structures (Paper VI and Paper VII).<br />

Field investigations of snow loads and wind actions on buildings (Paper<br />

VIII).<br />

Analyses of climate data from the Norwegian Meteorological Institute’s<br />

Climate archive (Papers IX-XII).<br />

Literature surveys (all papers).<br />

Methods and delimitations are thoroughly described in the referred individual papers.<br />

12

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