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.4 In a simple frame structure such as the one shown in Figure 3.1, the total horizontal displacement of top storey Y is the

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3. 4 2 tHere and 2 ave independent a The mean of y is Nt下2)he vaiance ot Y is Var (Y): Var (x, .) Var () + Var(x2) 2 2 bo> Fore any an dom X2 CAVXx) x. Van( x) The covwelahion co effic2. 2 2. 2 2

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