Fig. 6From: Accelerated construction of projection-based reduced-order models via incremental approachesMechanical response of a NCB under external loading. a Normal force on a horizontal cable. b Tangential and (c) vertical strains on the outer wall of the standard section of the containment building, for \(\eta _{\textrm{dc}}=5 \cdot 10^{9}\) and three values of \(\kappa \) on the coarse meshBack to article page