메뉴 건너뛰기
.. 내서재 .. 알림
소속 기관/학교 인증
인증하면 논문, 학술자료 등을  무료로 열람할 수 있어요.
한국대학교, 누리자동차, 시립도서관 등 나의 기관을 확인해보세요
(국내 대학 90% 이상 구독 중)
로그인 회원가입 고객센터 ENG
주제분류

추천
검색
질문

논문 기본 정보

자료유형
학술저널
저자정보
유장열 (전북대) 유기표 (전북대) 김영문 (전북대)
저널정보
대한건축학회 대한건축학회 논문집 - 구조계 大韓建築學會論文集 構造系 第28 第7號
발행연도
2012.7
수록면
31 - 40 (10page)

이용수

표지
📌
연구주제
📖
연구배경
🔬
연구방법
🏆
연구결과
AI에게 요청하기
추천
검색
질문

초록· 키워드

오류제보하기
High-rise buildings constructed in large cities are thin and long in their shape, and are both unconventional and light-weight. As the height of the building increases, it obtains more flexibility and less damping ratio. In case of dynamic loads such as wind load and earthquake load, high-rise buildings are extremely disadvantaged. They are very sensitive to dynamic loads and experience vibration response. In some cases, resonance my cause damages and destruction of structures. In addition, vibrations resulting from dynamic loads may also inflict severe problems for the safety of residents or the serviceability safety of the building. Since acceleration response from wind load is the cause of problems in serviceability safety. The purpose of this study is to reduce the wind vibration response of high-rise buildings(unconventional) under the influence of wind load. Therefore, as a means to change the external shape of high-rise buildings, the flat Y-type form generally applied in domestic high-rise buildings was selected for examination. Wind tunnel tests will be conducted on 12 high-rise buildings, composed of three different Y-type shapes such as basic square forms with square cross sections and unconventional forms, in a suburban area (α=0.15) with a turbulence intensity of 10% and an urban area (α=0.33) with a turbulence intensity of 15%.


목차

Abstract
1. 서론
2. 사용성평가기준
3. 풍동실험
4. 실험결과 및 분석
5. 결론
감사의 글
참고문헌

참고문헌 (12)

참고문헌 신청

이 논문의 저자 정보

이 논문과 함께 이용한 논문

최근 본 자료

전체보기

댓글(0)

0

UCI(KEPA) : I410-ECN-0101-2013-540-003633138