대한건축학회논문집:구조계 (Journal of the Architectural Institute of Korea Structure & Construction)

  • 제35권10호
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  • Pages.143-153
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  • 2019
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  • 1226-9107(pISSN)
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  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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석고 패널이 부착된 천장 시스템의 내진성능 평가를 위한 3축 진동실험

Triaxial Shake Table Test about Seismic Performance of Ceiling System with Gypsum Panels

  • 박해용 (부산대학교 지진방재연구센터) ;
  • 전법규 (부산대학교 지진방재연구센터) ;
  • 김재봉 (부산대학교 지진방재연구센터) ;
  • 김민욱 (부산대학교 지진방재연구센터)
  • 투고 : 2019.07.10
  • 심사 : 2019.09.20
  • 발행 : 2019.10.30
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, a full scale 3-axes shake table test for M-bar and T-bar type ceilings commonly used in the country was conducted. Through damage inspection during the test, seismic performance of ceilings according to variables, such as clearance between wall mold and ceiling as well as existence of facilities, was evaluated. A test frame consisted of square hollow section members was used for the shake table test. The experimental method was performed as a fragility test using required response spectrum described in ICC-ES AC156. In the case of architectural nonstructural component that contain ceilings, it mainly is evaluated the performance by post-test visual inspection. For the evaluation of seismic performance of ceilings, this study classified and defined damaged items for targeted ceiling system referring to illustrative damage according to nonstructural performance levels accordance with ASCE 41 and previous studies. And proposed illustrative damage items classification was utilized to compare the degree of the damage according to experimental variables. The experiment results confirmed that differences in boundary conditions due to the clearance at wall mold and the installation of facilities had a significant effect on the seismic performance of the ceiling.

키워드

과제정보

연구 과제 주관 기관 : 국토교통부

참고문헌

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