Matches in SemOpenAlex for { <https://semopenalex.org/work/W2056985223> ?p ?o ?g. }
Showing items 1 to 73 of
73
with 100 items per page.
- W2056985223 endingPage "35" @default.
- W2056985223 startingPage "17" @default.
- W2056985223 abstract "Simplified equations for fundamental period of vibration of skeletal structures provided by most seismic design provisions suffer from the absence of any associated confidence levels and of any reference to their empirical basis. Therefore, such equations may typically give a sector of designers the false impression of yielding a fairly accurate value of the period of vibration. This paper, although not addressing simplified codes equations, introduces a set of mathematical equations utilizing the theory of error propagation and First-Order Second-Moment (FOSM) techniques to determine bounds on the relative error in theoretically calculated fundamental period of vibration of skeletal structures. In a complementary step, and for verification purposes, Monte Carlo simulation technique has been also applied. The latter, despite involving larger computational effort, is expected to provide more precise estimates than FOSM methods. Studies of parametric uncertainties applied to reinforced concrete frame bents - potentially idealized as SDOF systems - are conducted demonstrating the effect of randomness and uncertainty of various relevant properties, shaping both mass and stiffness, on the variance (i.e. relative error) in the estimated period of vibration. Correlation between mass and stiffness parameters - regarded as random variables - is also thoroughly discussed. According to achieved results, a relative error in the period of vibration in the order of 19% for new designs/constructions and of about 25% for existing structures for assessment purposes - and even climbing up to about 36% in some special applications and/or circumstances - is acknowledged when adopting estimates gathered from the literature for relative errors in the relevant random input variables." @default.
- W2056985223 created "2016-06-24" @default.
- W2056985223 creator A5026002600 @default.
- W2056985223 date "2012-01-25" @default.
- W2056985223 modified "2023-09-27" @default.
- W2056985223 title "Are theoretically calculated periods of vibration for skeletal structures error-free?" @default.
- W2056985223 cites W1489969101 @default.
- W2056985223 cites W1988859494 @default.
- W2056985223 cites W1999820269 @default.
- W2056985223 cites W2023485865 @default.
- W2056985223 cites W2054764570 @default.
- W2056985223 cites W2085676736 @default.
- W2056985223 cites W2161111621 @default.
- W2056985223 doi "https://doi.org/10.12989/eas.2012.3.1.017" @default.
- W2056985223 hasPublicationYear "2012" @default.
- W2056985223 type Work @default.
- W2056985223 sameAs 2056985223 @default.
- W2056985223 citedByCount "6" @default.
- W2056985223 countsByYear W20569852232014 @default.
- W2056985223 countsByYear W20569852232015 @default.
- W2056985223 countsByYear W20569852232018 @default.
- W2056985223 countsByYear W20569852232023 @default.
- W2056985223 crossrefType "journal-article" @default.
- W2056985223 hasAuthorship W2056985223A5026002600 @default.
- W2056985223 hasConcept C105795698 @default.
- W2056985223 hasConcept C11413529 @default.
- W2056985223 hasConcept C117251300 @default.
- W2056985223 hasConcept C121332964 @default.
- W2056985223 hasConcept C125112378 @default.
- W2056985223 hasConcept C127413603 @default.
- W2056985223 hasConcept C130076159 @default.
- W2056985223 hasConcept C198394728 @default.
- W2056985223 hasConcept C2779372316 @default.
- W2056985223 hasConcept C28826006 @default.
- W2056985223 hasConcept C33923547 @default.
- W2056985223 hasConcept C41008148 @default.
- W2056985223 hasConcept C62520636 @default.
- W2056985223 hasConcept C66938386 @default.
- W2056985223 hasConceptScore W2056985223C105795698 @default.
- W2056985223 hasConceptScore W2056985223C11413529 @default.
- W2056985223 hasConceptScore W2056985223C117251300 @default.
- W2056985223 hasConceptScore W2056985223C121332964 @default.
- W2056985223 hasConceptScore W2056985223C125112378 @default.
- W2056985223 hasConceptScore W2056985223C127413603 @default.
- W2056985223 hasConceptScore W2056985223C130076159 @default.
- W2056985223 hasConceptScore W2056985223C198394728 @default.
- W2056985223 hasConceptScore W2056985223C2779372316 @default.
- W2056985223 hasConceptScore W2056985223C28826006 @default.
- W2056985223 hasConceptScore W2056985223C33923547 @default.
- W2056985223 hasConceptScore W2056985223C41008148 @default.
- W2056985223 hasConceptScore W2056985223C62520636 @default.
- W2056985223 hasConceptScore W2056985223C66938386 @default.
- W2056985223 hasIssue "1" @default.
- W2056985223 hasLocation W20569852231 @default.
- W2056985223 hasOpenAccess W2056985223 @default.
- W2056985223 hasPrimaryLocation W20569852231 @default.
- W2056985223 hasRelatedWork W1970754749 @default.
- W2056985223 hasRelatedWork W2020711795 @default.
- W2056985223 hasRelatedWork W2049740582 @default.
- W2056985223 hasRelatedWork W2354875139 @default.
- W2056985223 hasRelatedWork W2372244966 @default.
- W2056985223 hasRelatedWork W2372431299 @default.
- W2056985223 hasRelatedWork W2393982312 @default.
- W2056985223 hasRelatedWork W2735706822 @default.
- W2056985223 hasRelatedWork W2776831905 @default.
- W2056985223 hasRelatedWork W657075378 @default.
- W2056985223 hasVolume "3" @default.
- W2056985223 isParatext "false" @default.
- W2056985223 isRetracted "false" @default.
- W2056985223 magId "2056985223" @default.
- W2056985223 workType "article" @default.