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Reliability Assessment of Reinforce Concrete Structures Subjected to Progressive Collapse

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dc.contributor.authorXie, Si-Cong-
dc.contributor.authorFeng, De-Cheng-
dc.date.accessioned2019-05-14T03:01:04Z-
dc.date.available2019-05-14T03:01:04Z-
dc.date.issued2019-05-26-
dc.identifier.citation13th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP13), Seoul, South Korea, May 26-30, 2019-
dc.identifier.isbn979-11-967125-0-1-
dc.identifier.otherICASP13-063-
dc.identifier.urihttps://hdl.handle.net/10371/153283-
dc.description.abstractProgressive collapse has attracted more and more attention due to the happened extreme events. The static pushdown method is widely used to analyze the progressive collapse capacity of RC structures. However, the previous research hardly takes the random variables (e.g., geometric dimension and material properties) into consideration. This paper develops a reliability analysis framework for RC structures subjected to different column removal scenarios. In the framework, an efficient deterministic model is firstly developed based on the fiber element in software OpenSEES. Then a reliability analysis method is proposed based on the probability density evolution method (PEDM). Two typical RC frames are designed and tested by the reliability analysis method. The results show that the reliability analysis framework works well on the two designed RC frames.-
dc.language.isoen-
dc.titleReliability Assessment of Reinforce Concrete Structures Subjected to Progressive Collapse-
dc.typeConference Paper-
dc.identifier.doi10.22725/ICASP13.063-
dc.sortNo937-
dc.citation.pages242-248-
Appears in Collections:
College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Civil & Environmental Engineering (건설환경공학부)ICASP13
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