1 Erratum to: Materials and Structures (2015) 48:1485–1502 DOI 10.1617/s11527-014-0249-z
Unfortunately, there are mistakes in Eq. (19). The corrected equation is given here:
$$\xi = 1.5\frac{{E \cdot h \cdot \overline{{F_{y} }} }}{{\overline{K} \cdot L^{2} \cdot f_{y} }} \cdot \left( {\sqrt {1 + 5.33 \cdot (i/h)^{2} \cdot \frac{{\overline{K} \cdot L}}{E} \cdot \frac{{f_{y} }}{{\overline{{F_{y} }} }}} } \right)$$
(19)
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The online version of the original article can be found under doi:10.1617/s11527-014-0249-z.
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Palermo, M., Silvestri, S., Gasparini, G. et al. Erratum to: Crescent shaped braces for the seismic design of building structures. Mater Struct 49, 3477 (2016). https://doi.org/10.1617/s11527-015-0784-2
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DOI: https://doi.org/10.1617/s11527-015-0784-2