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dc.contributor.authorJalayer, Fatemeh
dc.contributor.authorICASP14
dc.contributor.authorMollaioli, Fabrizio
dc.contributor.authorMiano, Andrea
dc.contributor.authorEbrahimian, Hossein
dc.date.accessioned2023-08-03T14:01:58Z
dc.date.available2023-08-03T14:01:58Z
dc.date.issued2023
dc.identifier.citationHossein Ebrahimian, Fatemeh Jalayer, Andrea Miano, Fabrizio Mollaioli, Probabilistic safety-checking with un-scaled records for the equivalent SDOF system, 14th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP14), Dublin, Ireland, 2023.
dc.descriptionPUBLISHED
dc.description.abstractThe intensity-based Demand and Capacity Factor Design (DCFD) is a probabilistic closed-form analytical safety-checking format, derived based on a set of simplifying assumptions, that lends itself quite well to visual interpretation. Various sources of uncertainty can be considered within the frame of DCFD ヨalbeit in a simplified manner. Adopting the critical demand to capacity ratio as a global damage measure directly within DCFD safety-checking, and thus skipping the engineering demand parameter, facilitates the identification of the onset of the prescribed limit states. The original N2 method for reasonably regular buildings oscillating predominantly in a single mode employs the equivalent single-degree-of-freedom (SDOF) system of a multi-degree-of-freedom (MDOF) structure to find the performance points associated to prescribed limit states. This procedure today forms the backbone of several building codesメ provisions for non-linear static analysis. A nonlinear dynamic analysis procedure known as the Cloud Analysis can effectively be used for the equivalent SDOF system due to its simplicity and relatively small number of un-scaled records employed. It is to note that the Cloud Analysis is perfectly compatible with the underlying assumptions of DCFD safety-checking format. A modified version of the Cloud Analysis, referred to as Modified Cloud Analysis, has the capability of explicitly addressing the cases of global instability or numerical non-convergence. The modified Cloud Analysis procedure employed for the equivalent SDOF system is herein dubbed as N2-Cloud procedure. Safety-checking for the N2-Cloud procedure can be performed at the level of the equivalent SDOF system. The 3D structural model of an existingfive-story RC building located in LメAquila (central Italy) is employed as a case-study. The structure in question has collapsed due to a soft-story mechanism in the LメAquila 2009 earthquake. It can be observed that DCFD safety-checking for the equivalent SDOF system leads to an extremely efficient yet vigorous and accurate safety-checking for this case-study building.
dc.language.isoen
dc.relation.ispartofseries14th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP14)
dc.rightsY
dc.titleProbabilistic safety-checking with un-scaled records for the equivalent SDOF system
dc.title.alternative14th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP14)
dc.typeConference Paper
dc.type.supercollectionscholarly_publications
dc.type.supercollectionrefereed_publications
dc.rights.ecaccessrightsopenAccess
dc.identifier.urihttp://hdl.handle.net/2262/103583


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    14th International Conference on Application of Statistics and Probability in Civil Engineering

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