이 연구에서는 KBC 2016 풍하중의 산정 배경을 구체적으로 설명하고, 콘크리트 이중골조 고층건물에서의 풍하중과 지진하중을 비교하였다. 풍하중은 평균성분, 비공진성분, 공진성분으로 구성되며, 건물이 고층화될수록 공진성분이 우세해진다. 구조물의 형 상비가 3보다 큰 경우 풍직각방향 및 비틀림 하중을 고려하며, 풍방향하중과 설계지진하중보다 풍직각방향 풍하중이 지배적이게 된다.

This study evaluate the characteristics of the wind pressure proposed by KBC2016(Korean Building Code 2016). The wind pressuress of each direction are calculated and the characteristics of them are analysed using the result of the wind loads design criteria of the KBC2016.

This study will evaluate the characteristics of the building code by analysing the result of the wind loads design criteria, and evaluating the characteristics of the KINBC2016 wind load criteria.

This study will evaluate the characteristics of the building code and program analysis by comparing the result of the wind loads design criteria and the results of the wind loading program modeling analysis, and evaluating the suitability of the program models through analysis results and interpretations of the program.