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Lisø PhD Dissertation Manuscript - NTNU

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climate change is now dominated by human influences large enough to exceed the bounds of natural<br />

variability, the main source of global climate change being human-induced changes in atmospheric<br />

composition. Regional changes in climate, particularly increases in temperature, have already<br />

affected several physical and biological systems in many parts of the world, for example shrinkage of<br />

glaciers, thawing of permafrost and lengthening of mid- to high-latitude growing seasons (McCarthy<br />

et al. 2001). Norway’s climate is extremely varied. One of the main reasons for large local<br />

differences in temperatures, precipitation and wind speed over short distances are the rugged<br />

topography. The country’s long coastline and steep topography make it particularly exposed to<br />

extreme events like coastal storms, avalanches and landslides. Regional scenarios for climate change<br />

over the next 50 years in Norway indicate an increased risk for extreme weather. Together with a<br />

warmer climate, especially during winter, an increased risk for intense precipitation over parts of<br />

coastal Norway and more frequent incidents of strong winds along the coast of the two northernmost<br />

counties and off the coast is estimated. These scenarios, emanating from the project “Regional<br />

climate development under global warming (RegClim)” (see www.met.no), are downscaled from a<br />

global climate model run by the Max Planck Institute for Meteorology in Hamburg. According to<br />

these scenarios the future reliability of buildings in exposed areas could decrease.<br />

CONCLUSIONS<br />

The principal objective has been to obtain reliable indicators as to whether existing buildings in<br />

Norway meet current regulatory requirements concerning safety against collapse as a result of snow<br />

loads and/or wind actions. Some clear indications of aspects that ought to be considered as a<br />

representative trend for the building types investigated have been found.<br />

18 out of 20 buildings have a utilization ratio of more than 1.0 (90 % of the buildings<br />

investigated). The design requirements for 95 % of the buildings have increased since they were built.<br />

Nevertheless, one would assume that the buildings had built-in reserve capacities resulting in fewer<br />

buildings experiencing a utilization ratio of more than 1.0.<br />

It is difficult to obtain structural drawings and design calculations for existing buildings. Such<br />

documentation is particularly important when buildings are to have alterations or reconstructions<br />

carried out. Public authorities should therefore establish a system ensuring that such documentation is<br />

made and maintained.<br />

The new rules for determining wind loads that were introduced in 2002 have led to most of the<br />

buildings investigated having greater calculated reliability against collapse owing to wind load than<br />

the current regulations require for new buildings. For buildings in municipalities exposed to wind, for<br />

tall buildings or in places with special topographical conditions, safety may, on the other hand,<br />

decrease. The new rules for determining snow loads, introduced in 2001, have led to most of the<br />

buildings investigated having lower calculated reliability against collapse owing to snow loads than<br />

the regulations now requires.<br />

A careless approach is often adapted to planning, or that this process is completely omitted, in the<br />

case of alteration and additional work. This may lead to significant design capacity excess. Thus,<br />

rebuilding, reconstruction and addition (extension) projects must also be adequately designed.<br />

The investigation indicates too low reliability for a considerable number of buildings according to<br />

current building regulations, when evaluating the possible consequences of the conclusions in a<br />

national perspective. Potentially 4.5 % of the total bulk of buildings in Norway may have too low<br />

capacity according to current regulations. Design snow loads may have increased for 4.7 % of the<br />

total bulk of buildings.<br />

Scenarios for future climate change indicate both increased winter precipitation and increased<br />

temperature, and will result in changes regarding snow loads on roofs in parts of the country. An<br />

increase in frequencies of strong winds in areas also exposed today is also estimated. According to<br />

these scenarios the future reliability of buildings in these areas could decrease.<br />

<strong>Manuscript</strong> No. ST/2005/024694 11 of 13

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