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This paper proposed a technique of shape modification of single-layer reticulated shells for increasing linear buckling loads. The sensitivity analysis of the linear buckling load of single-layer reticulated shells with respect to the nodal coordinates was performed, and the tendency of the distributions of the sensitivity coefficients were examined. The tendency was utilized, and the technique of adding distribution of the absolute value of the buckling mode to a shell shape was proposed.

SHAPE MODIFICATION OF SINGLE-LAYER RETICULATED SHELLS FOR INCREASING LINEAR BUCKLING LOAD