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      다양한 변장비를 가진 고층건축물에 작용하는 풍력의 상관 분석 = Correlation Analysis of Aerodynamic Forces acting on Tall Buildings with Various Side Ratios

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      https://www.riss.kr/link?id=A101121929

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      다국어 초록 (Multilingual Abstract)

      The objective of this study is to construct the TPU aerodynamic database with wind tunnel test data of overall wind loads and responses on tall buildings. In this study, wind tunnel tests were conducted to investigate characteristics of wind forces and the effect of wind load combination by cross-correlation analysis among along-wind overturning moment, across-wind overturning moment and torsional moment on a tall building with various side ratios(D/B=0.33, 0.50, 0.77, 0.83, 0.91, 1.0, 1.1, 1.2, 1.3, 2.0 and 3.0) for different terrain roughnesses. The results of wind tunnel tests were compared with those of past literatures. As a result, there was no significant effects of changing of terrain roughnesses on moment coefficients and power spectral densities of across-wind overturning moment coefficients and torsional moment coefficients with various side ratios. Further, these results were good agreement with those of past literatures. From cross-correlation analysis, the across-wind overturning moment coefficients were highly correlated with the torsional moment coefficients. The results of this study will be helpful for practical designers in preliminary design stage.
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      The objective of this study is to construct the TPU aerodynamic database with wind tunnel test data of overall wind loads and responses on tall buildings. In this study, wind tunnel tests were conducted to investigate characteristics of wind forces an...

      The objective of this study is to construct the TPU aerodynamic database with wind tunnel test data of overall wind loads and responses on tall buildings. In this study, wind tunnel tests were conducted to investigate characteristics of wind forces and the effect of wind load combination by cross-correlation analysis among along-wind overturning moment, across-wind overturning moment and torsional moment on a tall building with various side ratios(D/B=0.33, 0.50, 0.77, 0.83, 0.91, 1.0, 1.1, 1.2, 1.3, 2.0 and 3.0) for different terrain roughnesses. The results of wind tunnel tests were compared with those of past literatures. As a result, there was no significant effects of changing of terrain roughnesses on moment coefficients and power spectral densities of across-wind overturning moment coefficients and torsional moment coefficients with various side ratios. Further, these results were good agreement with those of past literatures. From cross-correlation analysis, the across-wind overturning moment coefficients were highly correlated with the torsional moment coefficients. The results of this study will be helpful for practical designers in preliminary design stage.

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      참고문헌 (Reference)

      1 배진석, "풍하중을 받는 정방형 건축물의 형상비 변화에 따른 풍방향 및 풍직각방향 응답 특성의 비교" 대한건축학회 24 (24): 29-36, 2008

      2 김원술, "인접건축물이 고층건축물의 외장재용 풍하중에 미치는 영향" 대한건축학회 26 (26): 19-27, 2010

      3 김용철, "비정형 초고층 건물의 합리적인 풍하중 산정" 대한건축학회 30 (30): 35-41, 2014

      4 하영철, "노풍도에 따른 고층건축물의 풍직각방향 변동풍력의 특성" 한국풍공학회 9 (9): 79-86, 2005

      5 You. K.P., "The Characteristic of Dynamic Response according to Shape Type in Tall Buildings to Wind Load" 26 (26): 26-27, 2006

      6 Archtectural Institute of Japan, "Recommendations for Loads on Building" 2004

      7 Tamura, Y., "Peak normal Stresses and Effects of Wind Direction on Wind Load Combinations for Minium-rise Buildings" 96 : 1043-1057, 2008

      8 Architectural Institute of Korea, "Korean Building Code and Commentary (KBC 2009)" 2010

      9 Asami, Y., "Experimental Research of Aerodynamic Force on Rectangular Prism" 91 : 83-88, 2002

      10 Tanaka, H., "Experimental Investigation of Aerodynamic Forces and Wind Pressures Acting on Tall Buildings with Various Unconventional Configurations" 107-108 : 179-191, 2012

      1 배진석, "풍하중을 받는 정방형 건축물의 형상비 변화에 따른 풍방향 및 풍직각방향 응답 특성의 비교" 대한건축학회 24 (24): 29-36, 2008

      2 김원술, "인접건축물이 고층건축물의 외장재용 풍하중에 미치는 영향" 대한건축학회 26 (26): 19-27, 2010

      3 김용철, "비정형 초고층 건물의 합리적인 풍하중 산정" 대한건축학회 30 (30): 35-41, 2014

      4 하영철, "노풍도에 따른 고층건축물의 풍직각방향 변동풍력의 특성" 한국풍공학회 9 (9): 79-86, 2005

      5 You. K.P., "The Characteristic of Dynamic Response according to Shape Type in Tall Buildings to Wind Load" 26 (26): 26-27, 2006

      6 Archtectural Institute of Japan, "Recommendations for Loads on Building" 2004

      7 Tamura, Y., "Peak normal Stresses and Effects of Wind Direction on Wind Load Combinations for Minium-rise Buildings" 96 : 1043-1057, 2008

      8 Architectural Institute of Korea, "Korean Building Code and Commentary (KBC 2009)" 2010

      9 Asami, Y., "Experimental Research of Aerodynamic Force on Rectangular Prism" 91 : 83-88, 2002

      10 Tanaka, H., "Experimental Investigation of Aerodynamic Forces and Wind Pressures Acting on Tall Buildings with Various Unconventional Configurations" 107-108 : 179-191, 2012

      11 Kwok, K. C. S., "Corss-wind Response of Tall Buildings" 4 : 256-262, 1982

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2028 평가예정 재인증평가 신청대상 (재인증)
      2022-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2019-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2016-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2015-12-01 평가 등재후보로 하락 (기타) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-29 학술지명변경 외국어명 : 미등록 -> Journal of the Computational Structural Engineering Institute of Korea KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.27 0.27 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.22 0.2 0.443 0.03
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