RISS 학술연구정보서비스

검색

인기 검색어

    다국어 입력

    http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

    변환된 중국어를 복사하여 사용하시면 됩니다.

    예시)
    • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
    • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
    닫기
    KCI등재

    비정형 초고층 건물의 풍응답 평가

    한글로보기

    https://www.riss.kr/link?id=A99545987

    • 0

      상세조회
    • 0

      다운로드
    서지정보 열기
    • 내보내기
    • 내책장담기
    • 공유하기
    • 오류접수

    부가정보

    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    One characteristic of modern tall buildings is that the building shapes are irregular and unconventional. The irregular and unconventional building shapes are resurrection of an old characteristic, motivated by new trends in architecture, but it has advantage of mitigating across-wind responses, which is a major factor in safety and habitability of tall buildings. Many studies on aerodynamic modification have been carried out, but most of the studies have forced on the corner modification, while the studies on taper and setback are limited. Changes of building shapes through taper and setback suppress the strong and periodic vortex shedding, and encourage the flow around a building more 3 dimensionalities, which results in reducing the wind-induced excitations. The results show that the reduction of mean along-wind and fluctuating across-wind overturning moments are apparent in the suburban area than in urban area. A series of the response analyses, the rms displacement responses of the tall buildings with height variations are reduced greatly, while the rms acceleration responses are not necessarily reduced. Lastly, the effect of different natural frequencies of tapered and setback tall buildings on wind-induced response are extensively discussed.
    번역하기

    One characteristic of modern tall buildings is that the building shapes are irregular and unconventional. The irregular and unconventional building shapes are resurrection of an old characteristic, motivated by new trends in architecture, but it has a...

    One characteristic of modern tall buildings is that the building shapes are irregular and unconventional. The irregular and unconventional building shapes are resurrection of an old characteristic, motivated by new trends in architecture, but it has advantage of mitigating across-wind responses, which is a major factor in safety and habitability of tall buildings. Many studies on aerodynamic modification have been carried out, but most of the studies have forced on the corner modification, while the studies on taper and setback are limited. Changes of building shapes through taper and setback suppress the strong and periodic vortex shedding, and encourage the flow around a building more 3 dimensionalities, which results in reducing the wind-induced excitations. The results show that the reduction of mean along-wind and fluctuating across-wind overturning moments are apparent in the suburban area than in urban area. A series of the response analyses, the rms displacement responses of the tall buildings with height variations are reduced greatly, while the rms acceleration responses are not necessarily reduced. Lastly, the effect of different natural frequencies of tapered and setback tall buildings on wind-induced response are extensively discussed.

    더보기

    목차 (Table of Contents)

    • Abstract
    • 1. 서론
    • 2. 풍동실험개요
    • 3. 결과 및 고찰
    • 4. 결론
    • Abstract
    • 1. 서론
    • 2. 풍동실험개요
    • 3. 결과 및 고찰
    • 4. 결론
    • 감사의 글
    • 참고문헌
    더보기

    참고문헌 (Reference)

    1 조지은, "테이퍼 고층건물의 풍진동응답 평가" 대한건축학회 22 (22): 91-88, 2006

    2 하영철, "고층 건축물의 모서리 형상 변화에 따른 풍진동 저감효과에 관한 연구" 17 (17): 3-10, 2001

    3 김동우, "超高層建築物의 風荷重 低減을 위한 空力學的 方法 - 모서리변화를 중심으로 -" 대한건축학회 20 (20): 3-10, 2004

    4 "http://www.skyscrapercenter.com/List/future-tallest-100-buildings"

    5 Kim, Y. C., "Wind response characteristics for habitability of tall buildings in Japan" John Wiley and Sons Ltd 17 (17): 683-718, 2008

    6 Tanaka,  H., "Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations" 107-108 : 179-191, 2011

    7 Kim, Y., "Characteristics of aerodynamic forces and pressures on square plan buildings with height variations" ELSEVIER SCIENCE BV 98 (98): 449-465, 2010

    1 조지은, "테이퍼 고층건물의 풍진동응답 평가" 대한건축학회 22 (22): 91-88, 2006

    2 하영철, "고층 건축물의 모서리 형상 변화에 따른 풍진동 저감효과에 관한 연구" 17 (17): 3-10, 2001

    3 김동우, "超高層建築物의 風荷重 低減을 위한 空力學的 方法 - 모서리변화를 중심으로 -" 대한건축학회 20 (20): 3-10, 2004

    4 "http://www.skyscrapercenter.com/List/future-tallest-100-buildings"

    5 Kim, Y. C., "Wind response characteristics for habitability of tall buildings in Japan" John Wiley and Sons Ltd 17 (17): 683-718, 2008

    6 Tanaka,  H., "Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations" 107-108 : 179-191, 2011

    7 Kim, Y., "Characteristics of aerodynamic forces and pressures on square plan buildings with height variations" ELSEVIER SCIENCE BV 98 (98): 449-465, 2010

    더보기

    동일학술지(권/호) 다른 논문

    동일학술지 더보기

    더보기

    분석정보

    View

    상세정보조회

    0

    Usage

    원문다운로드

    0

    대출신청

    0

    복사신청

    0

    EDDS신청

    0

    동일 주제 내 활용도 TOP

    더보기

    주제

    연도별 연구동향

    연도별 활용동향

    연관논문

    연구자 네트워크맵

    공동연구자 (7)

    유사연구자 (20) 활용도상위20명

    인용정보 인용지수 설명보기

    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2022 평가 계속평가 신청대상 (등재유지)
    2017-01-01 등재 우수등재학술지 선정 (계속평가)
    2013-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2011-03-25 학술지명변경 한글명 : 대한건축학회 논문집(구조계) -> 대한건축학회논문집 구조계
    외국어명 : Journal of the Architectural Institute of Korea(Structure & Construction) -> Journal of the Architectural Institute of Korea Structure & Construction
    KCI등재
    2010-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2008-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2006-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2004-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2001-07-01 등재 등재학술지 선정 (등재후보2차) KCI등재
    1999-01-01 등재 등재후보학술지 선정 (신규평가) KCI등재후보
    더보기

    학술지 인용정보

    학술지 인용정보
    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 0.35 0.35 0.33
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    0.29 0.27 0.614 0.04
    더보기

    이 자료와 함께 이용한 RISS 자료

    나만을 위한 추천자료

    해외이동버튼