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Corrigendum to: A cantilever beam analogy for quantifying higher mode effects in multistorey buildings

Earthquake Engineering and Structural Dynamics
DOI: 10.1002/eqe.4112
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Abstract

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: 10 (Formula presented.) The corrected equation is: 10 (Formula presented.) We apologize for the error.

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Wiebe, L., & Christopoulos, C. (2024, May 1). Corrigendum to: A cantilever beam analogy for quantifying higher mode effects in multistorey buildings. Earthquake Engineering and Structural Dynamics . John Wiley and Sons Ltd. https://doi.org/10.1002/eqe.4112

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