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机译:Assessment of the Seismic Performance and the Base Shear Contribution Ratios of the RC Wall-frame Dual System Considering Soil–Structure Interaction
Imam Khomeini International University;
Imam Khomeini International University||Imam Khomeini International University;
Soil–structure interaction; dual shear wall-moment frame system; nonlinear static analysis; nonlinear dynamic analysis; base shear contribution ratios;