Matches in SemOpenAlex for { <https://semopenalex.org/work/W847615088> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W847615088 abstract "The work presented in this thesis constitutes an investigation into the use of computer mehods for the non·linear analysis ot reinforced concrete frames. Two computer methods are proposed, both of which use a concept of gradually reducing flexural rigidity of a section up to collapse. The change in stiffness and properties along a frame are accounted for by dividing it into smaller submembers of constant stiffness. The first method uses an incremental technique to account for the non-linearity of the material. A series of linear analyses are performed for each increment of proportional loads applied to a frame up to collapse, the stiffuesses of all submernbers are modified at every increment according to their induced curvatures. In this method, the instantaneous flexural rigidity-curvature diagram of the material is used. For the second method, the smooth non -linear moment-curvature relationship of reinforced concrete is assumed to consist of a series of straight lines. The points joining these lines are termed critical points, An iterative technique is adopted to predict load factors at which these critical points are attained for each submember up to collapse, To verify the accuracy ot these analyses, a set of twelve pin-ended reinforced concrete frames were tested subject to proportional loading upto collapse. The moment-curvature relationships of each section used in the frames are obtained from tests performed on beams of identical section. A method is also presented whereby these relationships can be found from the properties of a section and its constituent materials. The effect of axial load on these relationships is also examined. Comparison of the results shows that the non-linear behaviour of reinforced concrete frames can be predicted successfully by computer analysis" @default.
- W847615088 created "2016-06-24" @default.
- W847615088 creator A5031267194 @default.
- W847615088 date "1973-01-01" @default.
- W847615088 modified "2023-09-26" @default.
- W847615088 title "Non-linear analysis of reinforced concrete frames" @default.
- W847615088 hasPublicationYear "1973" @default.
- W847615088 type Work @default.
- W847615088 sameAs 847615088 @default.
- W847615088 citedByCount "0" @default.
- W847615088 crossrefType "dissertation" @default.
- W847615088 hasAuthorship W847615088A5031267194 @default.
- W847615088 hasConcept C121332964 @default.
- W847615088 hasConcept C127413603 @default.
- W847615088 hasConcept C135628077 @default.
- W847615088 hasConcept C160343418 @default.
- W847615088 hasConcept C178405089 @default.
- W847615088 hasConcept C179254644 @default.
- W847615088 hasConcept C195065555 @default.
- W847615088 hasConcept C2524010 @default.
- W847615088 hasConcept C2779372316 @default.
- W847615088 hasConcept C3161131 @default.
- W847615088 hasConcept C33923547 @default.
- W847615088 hasConcept C66938386 @default.
- W847615088 hasConcept C73099012 @default.
- W847615088 hasConcept C74650414 @default.
- W847615088 hasConceptScore W847615088C121332964 @default.
- W847615088 hasConceptScore W847615088C127413603 @default.
- W847615088 hasConceptScore W847615088C135628077 @default.
- W847615088 hasConceptScore W847615088C160343418 @default.
- W847615088 hasConceptScore W847615088C178405089 @default.
- W847615088 hasConceptScore W847615088C179254644 @default.
- W847615088 hasConceptScore W847615088C195065555 @default.
- W847615088 hasConceptScore W847615088C2524010 @default.
- W847615088 hasConceptScore W847615088C2779372316 @default.
- W847615088 hasConceptScore W847615088C3161131 @default.
- W847615088 hasConceptScore W847615088C33923547 @default.
- W847615088 hasConceptScore W847615088C66938386 @default.
- W847615088 hasConceptScore W847615088C73099012 @default.
- W847615088 hasConceptScore W847615088C74650414 @default.
- W847615088 hasLocation W8476150881 @default.
- W847615088 hasOpenAccess W847615088 @default.
- W847615088 hasPrimaryLocation W8476150881 @default.
- W847615088 hasRelatedWork W145974701 @default.
- W847615088 hasRelatedWork W1491462446 @default.
- W847615088 hasRelatedWork W1491821736 @default.
- W847615088 hasRelatedWork W1520794270 @default.
- W847615088 hasRelatedWork W1977779681 @default.
- W847615088 hasRelatedWork W1982295523 @default.
- W847615088 hasRelatedWork W1990398894 @default.
- W847615088 hasRelatedWork W2028695715 @default.
- W847615088 hasRelatedWork W2035432149 @default.
- W847615088 hasRelatedWork W2183510218 @default.
- W847615088 hasRelatedWork W2297020820 @default.
- W847615088 hasRelatedWork W2330773571 @default.
- W847615088 hasRelatedWork W2348711522 @default.
- W847615088 hasRelatedWork W2363994313 @default.
- W847615088 hasRelatedWork W2382921221 @default.
- W847615088 hasRelatedWork W2552983830 @default.
- W847615088 hasRelatedWork W2590815335 @default.
- W847615088 hasRelatedWork W2894486047 @default.
- W847615088 hasRelatedWork W2900557338 @default.
- W847615088 hasRelatedWork W2997753981 @default.
- W847615088 isParatext "false" @default.
- W847615088 isRetracted "false" @default.
- W847615088 magId "847615088" @default.
- W847615088 workType "dissertation" @default.