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Corrigendum to: A cantilever beam analogy for quantifying higher mode effects in multistorey buildings
Earthquake Engineering & Structural Dynamics ( IF 4.5 ) Pub Date : 2024-03-18 , DOI: 10.1002/eqe.4112
Lydell Wiebe 1 , Constantin Christopoulos 2
Affiliation  

https://doi.org/10.1002/eqe.2549

In Equation (10) of the article, the first hyperbolic sine should be replaced by a trigonometric sine function.

The originally published equation was:
An,sinh=⌊cos⁡βn⁢H+cosh⁡βn⁢H−2⁢(βn⁢H/Rf)⁢sinh⁡βn⁢H⌋/(sin⁡βn⁢H+sinh⁡βn⁢H)$$\begin{equation}{{A}_{n,\sinh }} = \left\lfloor {\cos {{\beta }_n}H + \cosh {{\beta }_n}H - 2\left( {{{\beta }_n}H/{{R}_f}} \right)\sinh {{\beta }_n}H} \right\rfloor /\left( {\sin {{\beta }_n}H + \sinh {{\beta }_n}H} \right)\end{equation}$$(10)
The corrected equation is:
An,sinh=[cos⁡βn⁢H+cosh⁡βn⁢H−2⁢(βn⁢H/Rf)⁢sin⁡βn⁢H]/[sin⁡βn⁢H+sinh⁡βn⁢H]$$\begin{equation}\ {{A}_{n,{\mathrm{sinh}}}} = \left[ {\cos {{\beta }_n}H + \cosh {{\beta }_n}H - 2\left( {{{\beta }_n}H/{{R}_f}} \right)\sin {{\beta }_n}H} \right]/\left[ {\sin {{\beta }_n}H + \sinh {{\beta }_n}H} \right]\ \end{equation}$$(10)

We apologize for the error.
更新日期：2024-03-18
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