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Based on the experimental infilled reinforced concrete (RC) frames strengthening by corrugated steel bracing, finite element (FE) analysis is carried out to compare with experimental research. Hysteresis curves, envelope curves, stiffness curves and failure modes of the corrugated steel bracing are studied to reveal the structural performance. Corrugated steel bracing is designed to resist lateral load in reinforcing concrete buildings. The results show that the deviations of the yield loads between test results and simulation are 11.1 % (forward direction) and 9.17 % (backward direction); the maximum loads between test results and simulation are 9.09 % (forward direction) and 6.52 % (backward direction), respectively. Ten models are studied to considering the key factors of corrugated steel bracing. The results show that the stiffness and maximum loads (forward and backward) are improved as the thickness increases. The ductility is reduced as the thickness increases.

Simulations of corrugated steel bracing reinforing infilled RC frame: influence factors