과제정보
이 논문은 국토교통부 국토교통과학기술진흥원 국토교통 기술사업화를 위한 이어달리기사업의 지원을 받아 수행된 연구임 (RS-2024-00410886). 이에 감사드립니다.
DOI QR Code
Structures compromised by a seismic event may be susceptible to aftershocks or subsequent occurrences within a particular duration. Considering that the shape ratios of sections, such as column shape ratio (CSR) and wall shape ratio (WSR), significantly influence the behavior of reinforced concrete (RC) piloti structures, it is essential to determine the best appropriate methodology for these structures. The seismic evaluation of piloti structures was conducted to measure seismic performance based on section shape ratios and inter-story drift ratio (IDR) standards. The diverse machine-learning models were trained and evaluated using the dataset, and the optimal model was chosen based on the performance of each model. The optimal model was employed to predict seismic performance by adjusting section shape ratios and output parameters, and a recommended approach for section shape ratios was presented. The optimal section shape ratios for the CSR range from 1.0 to 1.5, while the WSR spans from 1.5 to 3.33, regardless of the inter-story drift ratios.
이 논문은 국토교통부 국토교통과학기술진흥원 국토교통 기술사업화를 위한 이어달리기사업의 지원을 받아 수행된 연구임 (RS-2024-00410886). 이에 감사드립니다.