The study approaches the size effect problem from three aspects, culminating in a proposed correction formula that demonstrates high accuracy in predicting the seismic performance of CFRP-reinforced shear walls. Validated through numerical analysis, the f (IMAGE)

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The study approaches the size effect problem from three aspects, culminating in a proposed correction formula that demonstrates high accuracy in predicting the seismic performance of CFRP-reinforced shear walls. Validated through numerical analysis, the f

Caption

The study approaches the size effect problem from three aspects, culminating in a proposed correction formula that demonstrates high accuracy in predicting the seismic performance of CFRP-reinforced shear walls. Validated through numerical analysis, the formula shows strong applicability to existing size-effect investigations, offering a practical tool for enhancing the reliability of seismic design across varying wall geometries.

Credit

Bo Li/Beijing University of Technology, Dong Li/Beijing University of Technology, Fengjuan Chen/Beijing University of Technology, Liu Jin/Beijing University of Technology, Xiuli Du/Beijing University of Technology

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