한국녹색인증원 - 녹색건축인증

39층 철골건물의 진동사고 원인규명을 위한 현장계측 Field Measurements for Identification of the Vibration Accident Cause of a 39-Story Steel Building Structure ​ 저자 이상현, 우성식, 정란, 이동근 소속 ​ 단국대학교, 단국대학교, 단국대학교, 성균관대학교 학술지정보 대한건축학회논문집(구조계) 발행정보 대한건축학회 2013년 자료제공처 국회도서관 한국연구재단 주제분야 공학 > 건축공학 ​ <초록> In this paper, the field vibration measurement tests and analysis have been conducted for investigating the exact causes of the abnormal vibration accident which occurred on last July 5 2011 in TechnoMart. The vertical accelerations of the building floors were measured under the 4D movie-theatre operation and human rhythmic movements in a fitness centre which were estimated as ones of the vibration sources. From field tests, it could be identified that the building has global vertical vibration mode of 2.7Hz natural frequency and human group rhythmic movements having frequency component mainly close to 2.7Hz in a fitness centre caused the resonance of the vertical mode. The

39층 철골건물의 진동사고 원인규명을 위한 현장계측 Field Measurements for Identification of the Vibration Accident Cause of a 39-Story Steel Building Structure ​ 저자 이상현, 우성식, 정란, 이동근 소속 ​ 단국대학교, 단국대학교, 단국대학교, 성균관대학교 학술지정보 대한건축학회논문집(구조계) 발행정보 대한건축학회 2013년 자료제공처 국회도서관 한국연구재단 주제분야 공학 > 건축공학 ​ ​ <초록> In this paper, the field vibration measurement tests and analysis have been conducted for investigating the exact causes of the abnormal vibration accident which occurred on last July 5 2011 in TechnoMart. The vertical accelerations of the building floors were measured under the 4D movie-theatre operation and human rhythmic movements in a fitness centre which were estimated as ones of the vibration sources. From field tests, it could be identified that the building has global vertical vibration mode of 2.7Hz natural frequency and human group rhythmic movements having frequency component mainly close to 2.7Hz in a fitness centre caused the resonance of the vertical mode.

39층 철골건물의 진동사고 원인규명을 위한 현장계측 Field Measurements for Identification of the Vibration Accident Cause of a 39-Story Steel Building Structure ​ 저자 이상현, 우성식, 정란, 이동근 소속 ​ 단국대학교, 단국대학교, 단국대학교, 성균관대학교 학술지정보 대한건축학회논문집(구조계) 발행정보 대한건축학회 2013년 자료제공처 국회도서관 한국연구재단 주제분야 공학 > 건축공학 ​ <초록> In this paper, the field vibration measurement tests and analysis have been conducted for investigating the exact causes of the abnormal vibration accident which occurred on last July 5 2011 in TechnoMart. The vertical accelerations of the building floors were measured under the 4D movie-theatre operation and human rhythmic movements in a fitness centre which were estimated as ones of the vibration sources. From field tests, it could be identified that the building has global vertical vibration mode of 2.7Hz natural frequency and human group rhythmic movements having frequency component mainly close to 2.7Hz in a fitness centre caused the resonance of the vertical mode. Th

39층 철골건물의 진동사고 원인규명을 위한 현장계측 Field Measurements for Identification of the Vibration Accident Cause of a 39-Story Steel Building Structure ​ 저자 이상현, 우성식, 정란, 이동근 소속 ​ 단국대학교, 단국대학교, 단국대학교, 성균관대학교 학술지정보 대한건축학회논문집(구조계) 발행정보 대한건축학회 2013년 자료제공처 국회도서관 한국연구재단 주제분야 공학 > 건축공학 ​ ​ <초록> In this paper, the field vibration measurement tests and analysis have been conducted for investigating the exact causes of the abnormal vibration accident which occurred on last July 5 2011 in TechnoMart. The vertical accelerations of the building floors were measured under the 4D movie-theatre operation and human rhythmic movements in a fitness centre which were estimated as ones of the vibration sources. From field tests, it could be identified that the building has global vertical vibration mode of 2.7Hz natural frequency and human group rhythmic movements having frequency component mainly close to 2.7Hz in a fitness centre caused the resonance of the vertical mode. Th

39층 철골건물의 진동사고 원인규명을 위한 현장계측 Field Measurements for Identification of the Vibration Accident Cause of a 39-Story Steel Building Structure ​ 저자 이상현, 우성식, 정란, 이동근 소속 ​ 단국대학교, 단국대학교, 단국대학교, 성균관대학교 학술지정보 대한건축학회논문집(구조계) 발행정보 대한건축학회 2013년 자료제공처 국회도서관 한국연구재단 주제분야 공학 > 건축공학 ​ ​ <초록> In this paper, the field vibration measurement tests and analysis have been conducted for investigating the exact causes of the abnormal vibration accident which occurred on last July 5 2011 in TechnoMart. The vertical accelerations of the building floors were measured under the 4D movie-theatre operation and human rhythmic movements in a fitness centre which were estimated as ones of the vibration sources. From field tests, it could be identified that the building has global vertical vibration mode of 2.7Hz natural frequency and human group rhythmic movements having frequency component mainly close to 2.7Hz in a fitness centre caused the resonance of the vertical mode.

39층 철골건물의 진동사고 원인규명을 위한 현장계측 Field Measurements for Identification of the Vibration Accident Cause of a 39-Story Steel Building Structure ​ 저자 이상현, 우성식, 정란, 이동근 소속 ​ 단국대학교, 단국대학교, 단국대학교, 성균관대학교 학술지정보 대한건축학회논문집(구조계) 발행정보 대한건축학회 2013년 자료제공처 국회도서관 한국연구재단 주제분야 공학 > 건축공학 ​ ​ <초록> In this paper, the field vibration measurement tests and analysis have been conducted for investigating the exact causes of the abnormal vibration accident which occurred on last July 5 2011 in TechnoMart. The vertical accelerations of the building floors were measured under the 4D movie-theatre operation and human rhythmic movements in a fitness centre which were estimated as ones of the vibration sources. From field tests, it could be identified that the building has global vertical vibration mode of 2.7Hz natural frequency and human group rhythmic movements having frequency component mainly close to 2.7Hz in a fitness centre caused the resonance of the vertical mode. The