FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W174273402> ?p ?o ?g. }

• W174273402 endingPage "666" @default.
• W174273402 startingPage "666" @default.
• W174273402 abstract "Wind loads acting of bluff bodies like bridge decks are complex functions of the components of the turbulence and of the structural displacements and velocities. In order to simplify the representation of these loads, approached models are generally considered. Since a convenient linear approximation gives accurate results in many cases, such a model has been widely used during last decades. Some researchers have however showed that it is possible, and even necessary, to account for the non linearity of this kind of loading. Such a non linearity is likely to come either from the squared velocity or from the shape of the aerodynamic coefficients as functions of the wind angle of attack. Non linear loading of the first kind (squared velocity) have already been studied in rather recent researches. Some of them are referenced at the end of this abstract. It has been showed that this so-called non linear quasi-steady aerodynamic loading leads to a non Gaussian response of the structure although the components of the turbulence are Gaussian. This has of course significant consequences on the structural design. This paper aims at showing that the second origin of non linear loading terms, i.e. the non linearity of the aerodynamic coefficients, can also have significant consequences on the design of wind-loaded structures. Developments are carried out for bi- and tri-dimensional turbulence fields, and the main conclusions are that these effects are of prime importance of course when the non linearity of the aerodynamic coefficients is important, but also when the transverse component of the turbulence is important. In a more detailed way, the proposed paper intends at presenting two main features. The first one consists in the determination of the statistical characteristics of the loading. In particular it is showed that the traditional linearization of the aerodynamic coefficients may lead to a significant inaccuracy of these statistical characteristics. The second feature is the presentation of a simplified method to derive statistical characteristics of the response from those of the loading. This very simple method is compared with a heavy rigorous analysis. It is concluded that this simple approach can give good estimations of the response that could be used, for instance, for the pre-design of a structure." @default.
• W174273402 created "2016-06-24" @default.
• W174273402 creator A5051482416 @default.
• W174273402 creator A5068836830 @default.
• W174273402 date "2008-05-23" @default.
• W174273402 modified "2023-10-18" @default.
• W174273402 title "Non Gaussian Response of Bridges Subjected to Turbulent Wind - Effect of the non Linearity of Aerodynamic Coefficients" @default.
• W174273402 cites W1967858369 @default.
• W174273402 cites W2043795619 @default.
• W174273402 cites W2080982430 @default.
• W174273402 doi "https://doi.org/10.1007/1-4020-5370-3_666" @default.
• W174273402 hasPublicationYear "2008" @default.
• W174273402 type Work @default.
• W174273402 sameAs 174273402 @default.
• W174273402 citedByCount "2" @default.
• W174273402 crossrefType "book-chapter" @default.
• W174273402 hasAuthorship W174273402A5051482416 @default.
• W174273402 hasAuthorship W174273402A5068836830 @default.
• W174273402 hasBestOaLocation W1742734022 @default.
• W174273402 hasConcept C100086909 @default.
• W174273402 hasConcept C119599485 @default.
• W174273402 hasConcept C121332964 @default.
• W174273402 hasConcept C127413603 @default.
• W174273402 hasConcept C132557482 @default.
• W174273402 hasConcept C13393347 @default.
• W174273402 hasConcept C163716315 @default.
• W174273402 hasConcept C196558001 @default.
• W174273402 hasConcept C33923547 @default.
• W174273402 hasConcept C57879066 @default.
• W174273402 hasConcept C62520636 @default.
• W174273402 hasConcept C66938386 @default.
• W174273402 hasConcept C77170095 @default.
• W174273402 hasConceptScore W174273402C100086909 @default.
• W174273402 hasConceptScore W174273402C119599485 @default.
• W174273402 hasConceptScore W174273402C121332964 @default.
• W174273402 hasConceptScore W174273402C127413603 @default.
• W174273402 hasConceptScore W174273402C132557482 @default.
• W174273402 hasConceptScore W174273402C13393347 @default.
• W174273402 hasConceptScore W174273402C163716315 @default.
• W174273402 hasConceptScore W174273402C196558001 @default.
• W174273402 hasConceptScore W174273402C33923547 @default.
• W174273402 hasConceptScore W174273402C57879066 @default.
• W174273402 hasConceptScore W174273402C62520636 @default.
• W174273402 hasConceptScore W174273402C66938386 @default.
• W174273402 hasConceptScore W174273402C77170095 @default.
• W174273402 hasLocation W1742734021 @default.
• W174273402 hasLocation W1742734022 @default.
• W174273402 hasOpenAccess W174273402 @default.
• W174273402 hasPrimaryLocation W1742734021 @default.
• W174273402 hasRelatedWork W1526712594 @default.
• W174273402 hasRelatedWork W2001964532 @default.
• W174273402 hasRelatedWork W2038988785 @default.
• W174273402 hasRelatedWork W2045911166 @default.
• W174273402 hasRelatedWork W2046968115 @default.
• W174273402 hasRelatedWork W2057954664 @default.
• W174273402 hasRelatedWork W2380959241 @default.
• W174273402 hasRelatedWork W2993807918 @default.
• W174273402 hasRelatedWork W3215759863 @default.
• W174273402 hasRelatedWork W844810692 @default.
• W174273402 isParatext "false" @default.
• W174273402 isRetracted "false" @default.
• W174273402 magId "174273402" @default.
• W174273402 workType "book-chapter" @default.