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This paper introduces a novel steel tube-reinforced concrete (ST-RC) composite wall designed to improve seismic performance under high axial forces and cyclic loading. Experimental tests demonstrated that ST-RC walls exhibited greater load-carrying and deformation capacities compared to traditional reinforced concrete walls, with variations in design affecting performance. The study also proposes a simplified formulation for evaluating the lateral load-carrying capacity of these composite walls, showing goo

Author

xenoamr

Language

EN