Matches in SemOpenAlex for { <https://semopenalex.org/work/W3117150090> ?p ?o ?g. }
Showing items 1 to 83 of
83
with 100 items per page.
- W3117150090 endingPage "50" @default.
- W3117150090 startingPage "32" @default.
- W3117150090 abstract "This paper studies the combination fluid viscous dampers in the outrigger system to add supplementary damping into the structure, which purpose to remove the dependability of the structure to lower variable intrinsic damping. It works by connecting the central core, comprising either shear walls or braced frames, to the outer perimeter columns.
 The modal considered is a 36 storey square high rise reinforced concrete building. By constructing a discrete lumped mass model, and using frequency-based response function, two systems of dampers, parallel and series systems are studied. The maximum lateral load at the top of the building is calculated, and this load will be applied at every floor of the building, giving a conservative solution. For static study Equivalent Lateral Force (ELF) was conducted. MATLAB software, has been used in this study.
 From analysis data, it is observed that the parallel system of dampers result lower amplitude of vibration and achieved more efficiently compared to the series system, and the horizontal displacement for each configurations by using MATLAB software is less than the analytical solution using a uniformly distributed load of 36 nodal point forces that divided the total height.
 
" @default.
- W3117150090 created "2021-01-05" @default.
- W3117150090 creator A5004373149 @default.
- W3117150090 creator A5053554943 @default.
- W3117150090 date "2016-06-01" @default.
- W3117150090 modified "2023-09-25" @default.
- W3117150090 title "Seismic Effects and Static Analysis for the Artificial Damped Outrigger Systems in Tall R.C Buildings" @default.
- W3117150090 cites W2152828316 @default.
- W3117150090 cites W2472966867 @default.
- W3117150090 cites W3134199163 @default.
- W3117150090 cites W587693683 @default.
- W3117150090 doi "https://doi.org/10.31026/j.eng.2016.06.03" @default.
- W3117150090 hasPublicationYear "2016" @default.
- W3117150090 type Work @default.
- W3117150090 sameAs 3117150090 @default.
- W3117150090 citedByCount "0" @default.
- W3117150090 crossrefType "journal-article" @default.
- W3117150090 hasAuthorship W3117150090A5004373149 @default.
- W3117150090 hasAuthorship W3117150090A5053554943 @default.
- W3117150090 hasBestOaLocation W31171500901 @default.
- W3117150090 hasConcept C107551265 @default.
- W3117150090 hasConcept C111919701 @default.
- W3117150090 hasConcept C121332964 @default.
- W3117150090 hasConcept C123060433 @default.
- W3117150090 hasConcept C124139854 @default.
- W3117150090 hasConcept C126950237 @default.
- W3117150090 hasConcept C127413603 @default.
- W3117150090 hasConcept C140096630 @default.
- W3117150090 hasConcept C149007308 @default.
- W3117150090 hasConcept C15744967 @default.
- W3117150090 hasConcept C173534245 @default.
- W3117150090 hasConcept C198394728 @default.
- W3117150090 hasConcept C19856469 @default.
- W3117150090 hasConcept C2776353801 @default.
- W3117150090 hasConcept C2778633955 @default.
- W3117150090 hasConcept C2780365114 @default.
- W3117150090 hasConcept C41008148 @default.
- W3117150090 hasConcept C542102704 @default.
- W3117150090 hasConcept C62520636 @default.
- W3117150090 hasConcept C66938386 @default.
- W3117150090 hasConcept C88282795 @default.
- W3117150090 hasConceptScore W3117150090C107551265 @default.
- W3117150090 hasConceptScore W3117150090C111919701 @default.
- W3117150090 hasConceptScore W3117150090C121332964 @default.
- W3117150090 hasConceptScore W3117150090C123060433 @default.
- W3117150090 hasConceptScore W3117150090C124139854 @default.
- W3117150090 hasConceptScore W3117150090C126950237 @default.
- W3117150090 hasConceptScore W3117150090C127413603 @default.
- W3117150090 hasConceptScore W3117150090C140096630 @default.
- W3117150090 hasConceptScore W3117150090C149007308 @default.
- W3117150090 hasConceptScore W3117150090C15744967 @default.
- W3117150090 hasConceptScore W3117150090C173534245 @default.
- W3117150090 hasConceptScore W3117150090C198394728 @default.
- W3117150090 hasConceptScore W3117150090C19856469 @default.
- W3117150090 hasConceptScore W3117150090C2776353801 @default.
- W3117150090 hasConceptScore W3117150090C2778633955 @default.
- W3117150090 hasConceptScore W3117150090C2780365114 @default.
- W3117150090 hasConceptScore W3117150090C41008148 @default.
- W3117150090 hasConceptScore W3117150090C542102704 @default.
- W3117150090 hasConceptScore W3117150090C62520636 @default.
- W3117150090 hasConceptScore W3117150090C66938386 @default.
- W3117150090 hasConceptScore W3117150090C88282795 @default.
- W3117150090 hasIssue "6" @default.
- W3117150090 hasLocation W31171500901 @default.
- W3117150090 hasOpenAccess W3117150090 @default.
- W3117150090 hasPrimaryLocation W31171500901 @default.
- W3117150090 hasRelatedWork W2055000037 @default.
- W3117150090 hasRelatedWork W2364525670 @default.
- W3117150090 hasRelatedWork W2367890030 @default.
- W3117150090 hasRelatedWork W2369488927 @default.
- W3117150090 hasRelatedWork W2380455355 @default.
- W3117150090 hasRelatedWork W3117150090 @default.
- W3117150090 hasRelatedWork W3184099989 @default.
- W3117150090 hasRelatedWork W3190075826 @default.
- W3117150090 hasRelatedWork W4307292185 @default.
- W3117150090 hasRelatedWork W4321352915 @default.
- W3117150090 hasVolume "22" @default.
- W3117150090 isParatext "false" @default.
- W3117150090 isRetracted "false" @default.
- W3117150090 magId "3117150090" @default.
- W3117150090 workType "article" @default.