해양플랜트 구조물의 화재 사고 시 PFP 효과를 고려한 비선형 구조응답 해석 기법에 대한 연구

In offshore structures, fire is one of the most important hazardous events. The concern of fires has recently been reflected in the rules and quantified risk assessment based design practice. Within the framework of quantified risk assessment and the management of offshore installations, therefore,...

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Published inHan-guk haeyang gonghak hoeji (Online) Vol. 28; no. 4; pp. 294 - 305
Main Authors 김정환(Jeong Hwan Kim), 이동훈(Dong Hun Lee), 하연철(Yeon Chul Ha), 김봉주(Bong Ju Kim), 서정관(Jung Kwan Seo), 백점기(Jeom Kee Paik)
Format Journal Article
LanguageKorean
Published 한국해양공학회 2014
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ISSN1225-0767
2287-6715

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Summary:In offshore structures, fire is one of the most important hazardous events. The concern of fires has recently been reflected in the rules and quantified risk assessment based design practice. Within the framework of quantified risk assessment and the management of offshore installations, therefore, more refined computations of the consequences or hazardous action effects due to fire are required. To mitigate fire risk, passive fire protection(PFP) is widely used on offshore structures. This study presents methods for a nonlinear structural response analysis considering the PFP effects under fires. It is found that a structural response analysis is most likely to use valuable technology for the optimization and design of offshore structures with PFP. Thermal and structural response analyses have been performed using LS-DYNA and FAHTS/USFOS. The results of these structural response analyses are compared with each other.
Bibliography:KISTI1.1003/JNL.JAKO201426059105530
G704-000698.2014.28.4.008
ISSN:1225-0767
2287-6715