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      타워크레인의 작업 중지 풍속에 대한 현장 실태 조사 연구 = Field Survey on Suitable In-service Wind Speed Limit for Tower Crane Operation

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      https://www.riss.kr/link?id=A105153413

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      Since tower cranes are susceptible to wind loads, the operation of the tower crane should be ceased when it exposed to a strong wind. For this reason, even in Korea, the operation limit for wind loading on the tower crane is regulated by a law. Recently the Korean law in which provided the wind speed limit to cease the tower crane operation has been revised from “instantaneous wind speed of 20 m/s” to “instantaneous wind speed of 15 m/s”. Although this revision is expected to reduce safety risks in tower crane operation, some field operators still insist to lower the wind speed limit. However, in many countries “wind speed of 20 m/s” is normally used as the maximum in-service wind speed for tower cranes. Therefore, the investigation of the proper wind speed for regulation would be helpful to secure the safety of the tower crane operation under windy condition. In this study the validity of the revised wind speed limit is investigated with the surveys targeted to both tower crane practitioners and parties of concerned in construction companies, in which various questions was provided for a suitable wind speed limit and the answers were analyzed. The results showed that the revised wind speed limit is acceptable to tower crane practitioners as well as the parties of concerned in construction companies and is satisfying the structural stability requirement for in-service state tower crane. Therefore, it can be concluded that the revised wind speed limit is valid in humanly safety point of view.
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      Since tower cranes are susceptible to wind loads, the operation of the tower crane should be ceased when it exposed to a strong wind. For this reason, even in Korea, the operation limit for wind loading on the tower crane is regulated by a law. Recent...

      Since tower cranes are susceptible to wind loads, the operation of the tower crane should be ceased when it exposed to a strong wind. For this reason, even in Korea, the operation limit for wind loading on the tower crane is regulated by a law. Recently the Korean law in which provided the wind speed limit to cease the tower crane operation has been revised from “instantaneous wind speed of 20 m/s” to “instantaneous wind speed of 15 m/s”. Although this revision is expected to reduce safety risks in tower crane operation, some field operators still insist to lower the wind speed limit. However, in many countries “wind speed of 20 m/s” is normally used as the maximum in-service wind speed for tower cranes. Therefore, the investigation of the proper wind speed for regulation would be helpful to secure the safety of the tower crane operation under windy condition. In this study the validity of the revised wind speed limit is investigated with the surveys targeted to both tower crane practitioners and parties of concerned in construction companies, in which various questions was provided for a suitable wind speed limit and the answers were analyzed. The results showed that the revised wind speed limit is acceptable to tower crane practitioners as well as the parties of concerned in construction companies and is satisfying the structural stability requirement for in-service state tower crane. Therefore, it can be concluded that the revised wind speed limit is valid in humanly safety point of view.

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      참고문헌 (Reference)

      1 신운철, "타워크레인의 기울어짐 측정 시스템 개발" 한국안전학회 25 (25): 60-64, 2010

      2 김대영, "초고층 타워크레인 운전자의 안전관리를 위한 기초연구- 타워크레인 운전자의 현 실태조사 및 분석 -" 대한건축학회 29 (29): 59-66, 2013

      3 김대영, "기후요소 및 심리적 반응에 따른고층건물 작업자 관리를 위한 기초연구- 부산지역 기후 중심으로 -" 대한건축학회 29 (29): 105-112, 2013

      4 C. S. Durst, "Wind Speeds Over Short Periods of Time" 89 : 181-186, 1960

      5 J. D. Holmes, "Wind Loading of Structures 3rd edition" CRC Press 2015

      6 E. Simiu, "Wind Effects on Structures 3rd edition" John Wiley and Sons 1996

      7 "Notification No. 2015-662 of Ministry of Land Infrastructure and Transport"

      8 J. D. Ginger, "Gust Wind Speeds for Design of Structures" 2013

      9 E. M. Abdel-Rahman, "Dynamics and Control of Cranes: A Review" 9 (9): 863-908, 2003

      10 F. Ju, "Dynamic Response of Tower Crane Induced by the Pendulum Motion of the Payload" 43 : 376-389, 2006

      1 신운철, "타워크레인의 기울어짐 측정 시스템 개발" 한국안전학회 25 (25): 60-64, 2010

      2 김대영, "초고층 타워크레인 운전자의 안전관리를 위한 기초연구- 타워크레인 운전자의 현 실태조사 및 분석 -" 대한건축학회 29 (29): 59-66, 2013

      3 김대영, "기후요소 및 심리적 반응에 따른고층건물 작업자 관리를 위한 기초연구- 부산지역 기후 중심으로 -" 대한건축학회 29 (29): 105-112, 2013

      4 C. S. Durst, "Wind Speeds Over Short Periods of Time" 89 : 181-186, 1960

      5 J. D. Holmes, "Wind Loading of Structures 3rd edition" CRC Press 2015

      6 E. Simiu, "Wind Effects on Structures 3rd edition" John Wiley and Sons 1996

      7 "Notification No. 2015-662 of Ministry of Land Infrastructure and Transport"

      8 J. D. Ginger, "Gust Wind Speeds for Design of Structures" 2013

      9 E. M. Abdel-Rahman, "Dynamics and Control of Cranes: A Review" 9 (9): 863-908, 2003

      10 F. Ju, "Dynamic Response of Tower Crane Induced by the Pendulum Motion of the Payload" 43 : 376-389, 2006

      11 L. K. Shapiro, "Cranes and Derricks 4th edition" McGraw-Hill 2011

      12 A. King, "Analysis of Crane and Lifting Accidents in North America from 2004 to 2010" Department of Civil and Environmental Engineering, Massachusetts Institute of Technology (MIT) 2011

      13 Y. Tamura, "Advanced Structural Wind Engineering" Springer 2013

      14 "Act No. 182 of Ministry of Employment and Labor"

      15 I. C. Park, "A Study on Out-of-Service Wind Speed Criteria for Tower Crane, Research Report" Korea Occupational Safety and Health Research Institute 2014

      16 심규형, "A Quantitative Risk Analysis of Related to Tower Crane Using the FMEA" 한국안전학회 25 (25): 34-39, 2010

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가 재인증평가 신청대상 (재인증)
      2021-01-01 등재 등재학술지 유지 (재인증) KCI등재
      2018-01-01 등재 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 등재 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 등재 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 등재 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 등재 등재학술지 유지 (등재유지) KCI등재
      2005-10-26 학술지명변경 한글명 : 산업안전학회지 -> 한국안전학회지 KCI등재
      2005-02-28 학회명변경 한글명 : 한국산업안전학회 -> 한국안전학회
      영문명 : The Korean Institute Of Industrial Safety -> The Korean Society of Safety
      KCI등재
      2004-01-01 등재 등재학술지 선정 (등재후보2차) KCI등재
      2003-01-01 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2001-07-01 등재 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.3 0.3 0.31
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.28 0.27 0.519 0.12
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