1 Correction to: Bulletin of Earthquake Engineering https://doi.org/10.1007/s10518-020-00827-x
This erratum is being published to correct two reference mistake and equation symbol in the paper.
Before correction:
GB (50011-2010) Code for Seismic Design of Buildings China. Architecture and Building Press, Beijing (in Chinese).
Wolf JP, Paronesso A (1991) Errata: Consistent lumped‐parameter models for unbounded soil. Earthq Eng Struct Dyn 20(6):597–599.
Equation (29): \(\eta { = 1}{\text{.0}} + \frac{0.05 - \zeta }{{0.08 - 1.6\zeta }}\).
After correction:
GB (2014) Code for Seismic Design of Urban Rail Transit Structures (GB 50909-2014). China Planning Press, Beijing (in Chinese).
Wolf JP (1991) Consistent lumped-parameter models for unbounded soil: physical representation. Earthq Eng Struct Dyn 20(1):11–32.
Equation (29): \(\eta { = 1}{\text{.0}} + \frac{0.05 - \zeta }{{0.08 + 1.6\zeta }}\).
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Gao, Z., Zhao, M., Du, X. et al. Correction to: Seismic soil-structure interaction analysis of structure with shallow foundation using response spectrum method. Bull Earthquake Eng 18, 4541 (2020). https://doi.org/10.1007/s10518-020-00872-6
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DOI: https://doi.org/10.1007/s10518-020-00872-6