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Solution of Equilibrium Equations in Static Analysis: LDLT Solution ...

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−1 −1 −1<br />

n− 1......<br />

2 1<br />

=<br />

LDL T <strong>Solution</strong><br />

L L L K S<br />

1<br />

.<br />

.<br />

.<br />

1<br />

Solve for K:<br />

where L i =<br />

K = L1L2...... Ln−<br />

1S l i+1,i i .<br />

l i+2,i .<br />

… .<br />

l n,i 1<br />

Hence,<br />

K = LS<br />

1<br />

l 21 .<br />

l 31 l 32 .<br />

l<br />

with L=<br />

L1L2...... L<br />

n−1= 41 l 42 .<br />

. . 1<br />

. . .<br />

. . .<br />

. . .<br />

l n1 . . . . . . l n,n-1 1<br />

15-Jun-07<br />

Method <strong>of</strong> F<strong>in</strong>ite Elements I<br />

12

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