<DOC>
<DOCNO>
833
</DOCNO>
<TITLE>
a simple method of matric structural analysis, part
iv, non-linear problems .
</TITLE>
<AUTHOR>
klein,b.
</AUTHOR>
<BIBLIO>
j. ae. scs. 26, 1959.
</BIBLIO>
<TEXT>
  the method presented in the previous parts is employed to
solve various kinds of nonlinear problems, such as problems concerning
large deflections or buckling, or thermal creep, or inelastic
stress redistribution involving thermal gradients, or design
.  the procedure used in each case is one of direct iteration-i.
e., after one assumes a starting point all subsequent cycles are
self-generating .  simple numerical examples are worked out .
</TEXT>
</DOC>
