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Structural Analysis Modeling of Disaster Resilient Greenhouse Structures

내재해형 온실구조의 해석을 위한 구조모델

  • Jung, Ji-Eun (Department of Architectural Engineering, Kyung Hee Univ.) ;
  • Kim, Dae-Jin (Department of Architectural Engineering, Kyung Hee Univ.) ;
  • Kim, Hong-Jin (Department of Architectural Engineering, Kyungpook National Univ.) ;
  • Shin, Seung-Hoon (Department of Architectural Engineering, Kyungpook National Univ.) ;
  • Kim, Jin-Won (POSCO Global R&D Center)
  • 정지은 (경희대학교 건축공학과) ;
  • 김대진 (경희대학교 건축공학과) ;
  • 김홍진 (경북대학교 건설환경에너지공학부) ;
  • 신승훈 (경북대학교 건설환경에너지공학부) ;
  • 김진원 (포스코 철강솔루션 마케팅실)
  • Received : 2016.09.25
  • Accepted : 2016.11.03
  • Published : 2017.02.28

Abstract

This paper presents the results of the parametric study to investigate the effects of several analysis modeling parameters such as support conditions, member connectivities and cable member stiffness on the main mode shapes and natural frequencies of a representative disaster resilient greenhouse structure. In addition, an ambient vibration test was performed on the representative greenhouse structure and its main mode shapes and natural frequencies were obtained. By comparing the experimental and analysis results, a proper analysis modeling method of the representative greenhouse structure was proposed.

Acknowledgement

Supported by : 농림수산식품기술기획 평가원

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