This paper proposes the comprehensive evaluating index of seismic performance of the underground large-scale frame structure (ULSFS), based on the structural failure mechanism of the entire structure and local components. The ULSFS employed is used in underground supermarket construction, and it has an extremely large-scale in two horizontal directions. During different earthquakes, the structural seismic responses are investigated, and vulnerable positions and failure mechanisms of the ULSFS are further revealed by the shear-axial compression ratio and shear-span-to-depth ratio. The inter-layer drift ratio (IDR) aims at the entire structural deformation, and the inter-layer rotation angle (IRA) aims at the local component damage. Corresponding to the failure mechanism, the seismic weights of two evaluating indexes are achieved by employing the Entropy Weight Method, and the variation rules of seismic weights on columns in different performance stages are revealed. On account of seismic weights, the Inter-layer Deformation (ID), combined with the IDR and IRA, is proposed to be the comprehensive seismic performance index for the ULSFS. Moreover, the seismic influence effects of the soil elastic modulus on the seismic performance are clarified. The paper reveals the inside structure undergoes the great inter-layer drift deformation because of soil horizontal deformation, and the outside structure undergoes the considerable flexural deformation due to soil-structure interaction. The ID can both evaluate the inter-layer drift deformation and flexural deformation based on the combination of IDR and IRA. The universal threshold values of the ID are proposed to be 0.5/1000, 1/1000, 3.3/1000, 6.6/1000 in the different seismic performance stages for the ULSFS.
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