Matches in SemOpenAlex for { <https://semopenalex.org/work/W2947023744> ?p ?o ?g. }
Showing items 1 to 75 of
75
with 100 items per page.
- W2947023744 endingPage "216" @default.
- W2947023744 startingPage "208" @default.
- W2947023744 abstract "Many researchers have already acknowledged that the base isolation system as the most feasible and economical method for civil engineering structures exposed to the seismic excitation. The Friction Pendulum Systems (FPS) have steel concave surface connected with articulated friction slider and utilized the concept of pendulum for lengthening the period of the superstructure so as to dissipate the seismic energy. The present study investigates on various design approaches for the evaluation of the seismic response of steel frames equipped with FPS. The response of isolated frames is simply adjusted by several parameters such as the friction coefficient (μ), the radius of curvature (R), the isolation period (T) and the axial load and so 2D, three bay 3 and 7-storey steel moment resisting frames (SMRF) are designated as isolated frames in order to examine the effect of variation of the R and the friction coefficient on the seismic response of the isolated frames. The R and μ are predefined as 1, 1.55, 2.25 and 0.025, 0.05, 0.1, respectively. The seismic response of the modelled isolation systems has been evaluated through nonlinear time history analyses, a set of ground motions using SAP2000 software. The local and global deformations are employed to compare the seismic performance of different isolation frames through nonlinear analysis. The results showed that the isolated frames having greatest radius of curvature with lowest friction coefficient exhibited better seismic performance than other models in terms of the local and global deformations." @default.
- W2947023744 created "2019-06-07" @default.
- W2947023744 creator A5061339785 @default.
- W2947023744 date "2018-12-15" @default.
- W2947023744 modified "2023-09-23" @default.
- W2947023744 title "Seismic performance of steel moment frames with variable friction pendulum systems under real ground motions" @default.
- W2947023744 hasPublicationYear "2018" @default.
- W2947023744 type Work @default.
- W2947023744 sameAs 2947023744 @default.
- W2947023744 citedByCount "0" @default.
- W2947023744 crossrefType "journal-article" @default.
- W2947023744 hasAuthorship W2947023744A5061339785 @default.
- W2947023744 hasConcept C107551265 @default.
- W2947023744 hasConcept C110639684 @default.
- W2947023744 hasConcept C121332964 @default.
- W2947023744 hasConcept C127313418 @default.
- W2947023744 hasConcept C127413603 @default.
- W2947023744 hasConcept C15744967 @default.
- W2947023744 hasConcept C158622935 @default.
- W2947023744 hasConcept C179254644 @default.
- W2947023744 hasConcept C195065555 @default.
- W2947023744 hasConcept C2524010 @default.
- W2947023744 hasConcept C33923547 @default.
- W2947023744 hasConcept C542102704 @default.
- W2947023744 hasConcept C62520636 @default.
- W2947023744 hasConcept C66938386 @default.
- W2947023744 hasConcept C74650414 @default.
- W2947023744 hasConcept C78519656 @default.
- W2947023744 hasConceptScore W2947023744C107551265 @default.
- W2947023744 hasConceptScore W2947023744C110639684 @default.
- W2947023744 hasConceptScore W2947023744C121332964 @default.
- W2947023744 hasConceptScore W2947023744C127313418 @default.
- W2947023744 hasConceptScore W2947023744C127413603 @default.
- W2947023744 hasConceptScore W2947023744C15744967 @default.
- W2947023744 hasConceptScore W2947023744C158622935 @default.
- W2947023744 hasConceptScore W2947023744C179254644 @default.
- W2947023744 hasConceptScore W2947023744C195065555 @default.
- W2947023744 hasConceptScore W2947023744C2524010 @default.
- W2947023744 hasConceptScore W2947023744C33923547 @default.
- W2947023744 hasConceptScore W2947023744C542102704 @default.
- W2947023744 hasConceptScore W2947023744C62520636 @default.
- W2947023744 hasConceptScore W2947023744C66938386 @default.
- W2947023744 hasConceptScore W2947023744C74650414 @default.
- W2947023744 hasConceptScore W2947023744C78519656 @default.
- W2947023744 hasIssue "3" @default.
- W2947023744 hasLocation W29470237441 @default.
- W2947023744 hasOpenAccess W2947023744 @default.
- W2947023744 hasPrimaryLocation W29470237441 @default.
- W2947023744 hasRelatedWork W1561549993 @default.
- W2947023744 hasRelatedWork W1971420463 @default.
- W2947023744 hasRelatedWork W1989954850 @default.
- W2947023744 hasRelatedWork W1999774869 @default.
- W2947023744 hasRelatedWork W2001044648 @default.
- W2947023744 hasRelatedWork W2025516313 @default.
- W2947023744 hasRelatedWork W2143689633 @default.
- W2947023744 hasRelatedWork W2191816477 @default.
- W2947023744 hasRelatedWork W2200870474 @default.
- W2947023744 hasRelatedWork W2350157700 @default.
- W2947023744 hasRelatedWork W2355952452 @default.
- W2947023744 hasRelatedWork W236244698 @default.
- W2947023744 hasRelatedWork W2505944382 @default.
- W2947023744 hasRelatedWork W2519975379 @default.
- W2947023744 hasRelatedWork W2959437349 @default.
- W2947023744 hasRelatedWork W2963454777 @default.
- W2947023744 hasRelatedWork W3211475547 @default.
- W2947023744 hasRelatedWork W3211758205 @default.
- W2947023744 hasRelatedWork W3212347606 @default.
- W2947023744 hasRelatedWork W2186844242 @default.
- W2947023744 hasVolume "2" @default.
- W2947023744 isParatext "false" @default.
- W2947023744 isRetracted "false" @default.
- W2947023744 magId "2947023744" @default.
- W2947023744 workType "article" @default.