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풍하중을 받는 초고층 건축물의 상시진동계측을 통한 감쇠비 계측값과 국내외 감쇠비 제안식 비교한 연구

원문정보

Comparison of design code damping formulae and measured damping ratios of tall buildings under wind loads

정희경, 정진희, 김홍진

피인용수 : 0(자료제공 : 네이버학술정보)

초록

영어

It is very important to access the damping ratio accurately in the wind design of tall buildings, but the damping ratio is not specified in the Korean Building Codes and thereby the values provided in foreign codes are adopted somewhat arbitrarily by engineers. The significant portion of concrete tall buildings in Korea has the shear wall structure system, and residential buildings have larger gravity load than buildings in other countries due to the use of floor heating system. Therefore, the damping ratio provided in foreign codes may not be directly applied to design of tall buildings in Korea. In this study, the damping ratio of actually built concrete buildings are measured and compared to those provided in foreign codes. It was found that damping ratio of tall concrete buildings decreases as the height of the buildings increases and the measured values are significantly smaller than 2.0% of the ASCE code.

목차

Abstract
 1. 서론
 2. 해외 감쇠비 제안식
 3. 국내 완공된 초고층 건축물 상시진동 계측
  3.1 상시진동 계측 방법
  3.2 상시진동 계측결과
  3.3 시스템식별 결과
 4. 제안식과 계측결과 비교
 5. 결론
 참고문헌

저자정보

  • 정희경 Jeong Hee-kyoung. 경북대 건축토목공학부 석사과정
  • 정진희 Jeong, Jin-Hee. 경북대 건축토목공학부 석사과정
  • 김홍진 Kim, Hong-Jin. 경북대 건축토목공학부 조교수

참고문헌

자료제공 : 네이버학술정보

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