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Book - School of Science and Technology

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Steady state <strong>and</strong> dynamic response 65methods. For such dynamic calculations, knowledge <strong>of</strong> other properties <strong>of</strong> the elementsmaking up that structure are required, in addition to the U value. The more important <strong>of</strong>these are:Admittance (Y value). This is a measure <strong>of</strong> the ability <strong>of</strong> a surface to smooth outtemperture variations in a space <strong>and</strong> represents the rate <strong>of</strong> energy entry into a structurerather than that <strong>of</strong> passage through it. The units are W/m 2 K.Decrement factor (f ). This represents the ability <strong>of</strong> a structural element to moderate themagnitude <strong>of</strong> a temperature change or swing at one face before this penetrates to theother. It is largely a function <strong>of</strong> the thickness <strong>of</strong> the element <strong>and</strong> is dimensionless.Surface factor (F ). This relates the admission <strong>and</strong> absorbtion <strong>of</strong> energy to the thermalcapacity <strong>of</strong> a structural element. It is dimensionless.For values <strong>of</strong> these factors <strong>and</strong> further details <strong>of</strong> these more probing calculations,reference should be made to the Guide Section A3.As mentioned earlier there is considerable international debate on the preferredmethods for these load calculations <strong>and</strong> Guide Section A5 <strong>of</strong>fers guidance on steady state<strong>and</strong> dynamic calculation techniques. In practice for most buildings h<strong>and</strong> calculationsshould use the simple steady state method. For computer based calculations the simpledynamic model is also usually appropriate. Guide Section A5 provides an in-depthanalysis <strong>of</strong> the background to these techniques with worked examples where furtheramplification can be obtained.

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