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Seismic response modification factor for RC-frames with non-uniform dimensions

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In existing seismic design codes, base shear is measured using the elastic force requirement divided by the strength reduction factor. This factor is used to take account of structures’ ability… Click to show full abstract

In existing seismic design codes, base shear is measured using the elastic force requirement divided by the strength reduction factor. This factor is used to take account of structures’ ability to ...

Keywords: response modification; modification factor; factor frames; seismic response; frames non; factor

Journal Title: Cogent engineering
Year Published: 2021

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