Civil Engineering Reference
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Figure 14.19 The second mode of buckling (out of plane) considering only the extreme
live loads in initial stress stiffness matrix ( K σ ) and including total accumu-
lated initial stress stiffness (from stages 1 to 3) in K 0 .
Figure 14.20 The third mode of buckling (out of plane) considering only the extreme live
loads in initial stress stiffness matrix ( K σ ) and including total accumulated
initial stress stiffness (from stages 1 to 3) in K 0 .
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