Research on the Seismic Response of Hybrid Concrete/Steel Structures Equipped with the Seesaw System

This research investigates the seismic performance of structures equipped with the seesaw system in relation to conventional structures within two- and five-storey mixed concrete and steel buildings. Through time history analysis, the study assesses structural responses to severe ground motion accelerograms, taking into account both fixed-base conditions and soil–structure interaction (SSI) scenarios. The focus is on essential performance indicators such as maximum and residual displacements, inter-storey drift ratios, and floor accelerations. By comparing the structures with the seesaw system with bare structures, the research seeks to quantify the benefits of this novel design in mitigating seismic effects. A significant component of this study is the examination of various seismic incidence angles, specifically 0°, 90°, 180°, and 270°. This extensive approach facilitates a comprehensive evaluation of structural behavior under diverse directional loadings, thereby capturing a wide range of potential seismic responses. The analysis of these different incidence angles is vital for understanding how the orientation of structural elements, particularly steel columns in the mixed system, affects the seismic performance of the building. Additionally, incorporating SSI effects yields a more precise depiction of structural behavior during earthquakes, considering the impact of soil flexibility on the overall system response.