Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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The Dynamic Behavior of Steel Structure under Blast Load

폭발하중에 의한 철골조 건물의 동적거동

  • 곽진이 (성균관대학교 건축공학과) ;
  • 김진구 (성균관대학교 건축공학과) ;
  • 박준희 (성균관대학교 건축공학과)
  • Published : 2008.04.17
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Abstract

The blast load is caused by gas or bomb explosions. In this study blast load was simulated using the computer code CONWEP and nonlinear analysis was performed on three-story steel moment frames. It was observed from the analysis results that the response of the structures varied depending on the opening area and the explosive weight.

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