Earticle

초록

영어

Recently, natural disaster repetition rate increases because of climate change. Typhoon and local strong wind damage increases. Collapsing the steeple by typhoon and local gust have caused huge losses of human life and property such as power outage as well as increasing of the risk. However, specified standard and studies on this are insufficient. This study investigated distribution of wind force coefficient on steeple appling basic wind speed of Gwang-ju through wind tunnel experiment. Based on common height (12m standard) of the steeple, this study compared and analyzed wind force coefficient on steeple with various height. As a result, the study can provide useful basic data on wind-resistant design criteria of structures.

목차

Abstract
 1. 서론
 2. 실험방법 및 실험조건
  2.1 풍동 기류
  2.2 실험 모형
  2.3 실험 데이터 측정방법
  2.4 실험 데이터 해석방법
 3. 실험결과 분석 및 고찰
  3.1 첨탑 높이별 평균풍력계수
  3.2 건축구조기준의 Cf 값과의 비교
  3.3 추세선을 활용한 평균풍력계수 분석
 4. 결론
 참고문헌

저자

• 조세현 [ Jo, Se-Hyun | 금오공과대학교 건축학부 건축공학전공 학사과정 ]
• 유범종 [ Yoo, Bum-Jong | 금오공과대학교 건축학부 건축공학전공 학사과정 ]
• 박아름 [ Park, A-Reum | 금오공과대학교 건축학부 건축공학전공 학사과정 ]
• 김효정 [ Kim, Hyo-Jung | 금오공과대학교 대학원 건축공학과 석사과정 ]
• 하영철 [ Ha, Young-cheol | 금오공과대학교 건축학부 교수 ]

참고문헌