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The document presents an inelastic static analysis of reinforced concrete (R/C) buildings with brick masonry infill walls, utilizing a sophisticated nonlinear constitutive law and a diagonal strut model implemented in SAP2000. The analysis reveals significant overstrength in low-rise infilled buildings, highlighting the importance of accounting for infill contributions in seismic assessments. Various R/C building configurations were analyzed, demonstrating differences in pushover curves and structural behav

Author

Shyam

Language

EN