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Secondly, the DDBD method is used to analyze and design a 12-storey building in which the displacements, storey-drifts, base shears, as well as the wall and frame strengths are determined. Knowledge of the displacement profile and some recommendations for the combination of frame and wall damping components enables representation of the structure as an equivalent single-degree of freedom (SDOF) system. Firstly, the mathematical model is presented alongside a description of the methodology applied to determine the design displacement profile and strength proportion between walls and frames. This paper presents an application of the direct displacement-based design (DDBD) to a reinforced concrete frame-wall system (structures that utilize both frames and walls to resist earthquake actions in parallel).
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