Snap-through time of arches under central point load is controlled by slenderness and imperfections, with analytical expressions for limit-point and bifurcation buckling cases.
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Snap-through time of arches is controlled by slenderness and imperfections
Snap-through time of arches under central point load is controlled by slenderness and imperfections, with analytical expressions for limit-point and bifurcation buckling cases.