Matches in SemOpenAlex for { <https://semopenalex.org/work/W3042893258> ?p ?o ?g. }
Showing items 1 to 72 of
72
with 100 items per page.
- W3042893258 endingPage "99" @default.
- W3042893258 startingPage "83" @default.
- W3042893258 abstract "Shear walls are structural members in buildings that are used extensively in reinforced concrete frame buildings, and almost exclusively in the UK, regardless of whether or not they are actually required. In recent years, the UK construction industry, led by the Concrete Centre, has questioned the need for such structural elements in low to mid-rise reinforced concrete frame buildings. In this context, a typical modern, 5-storey residential building is studied, and its existing shear walls are replaced with columns as used elsewhere in the building. The aim is to investigate the impact of several design variables, including concrete grade, column size, column shape and slab thickness, on the building’s structural performance, considering two punching shear limits (VEd/VRd,c), lateral drift and accelerations, to evaluate its maximum possible height under wind actions without the inclusion of shear walls. To facilitate this study, a numerical model has been developed using the ETABS software. The results demonstrate that the building examined does not require shear walls in the design and has no lateral displacement or acceleration issues. In fact, with further analysis, it is shown that a similar building could be constructed up to 13 and 16 storeys high for 2 and 2.5 punching shear ratios (VEd/VRd,c), respectively, with adequate serviceability and strength, without the need for shear walls, albeit with thicker columns.Keywords: High-rise RC buildings; wind actions; Concrete grade; Concrete section size; Column shape; Slab thickness; Shear wall" @default.
- W3042893258 created "2020-07-23" @default.
- W3042893258 creator A5015475408 @default.
- W3042893258 creator A5018002129 @default.
- W3042893258 creator A5056337023 @default.
- W3042893258 creator A5076982575 @default.
- W3042893258 date "2020-10-10" @default.
- W3042893258 modified "2023-09-26" @default.
- W3042893258 title "The influence of different factors on buildings' height in the absence of shear walls in low seismic regions" @default.
- W3042893258 doi "https://doi.org/10.12989/sem.2020.76.1.083" @default.
- W3042893258 hasPublicationYear "2020" @default.
- W3042893258 type Work @default.
- W3042893258 sameAs 3042893258 @default.
- W3042893258 citedByCount "0" @default.
- W3042893258 crossrefType "journal-article" @default.
- W3042893258 hasAuthorship W3042893258A5015475408 @default.
- W3042893258 hasAuthorship W3042893258A5018002129 @default.
- W3042893258 hasAuthorship W3042893258A5056337023 @default.
- W3042893258 hasAuthorship W3042893258A5076982575 @default.
- W3042893258 hasConcept C110245778 @default.
- W3042893258 hasConcept C113740112 @default.
- W3042893258 hasConcept C127313418 @default.
- W3042893258 hasConcept C127413603 @default.
- W3042893258 hasConcept C170901245 @default.
- W3042893258 hasConcept C187320778 @default.
- W3042893258 hasConcept C2780391660 @default.
- W3042893258 hasConcept C2988805333 @default.
- W3042893258 hasConcept C5900021 @default.
- W3042893258 hasConcept C66938386 @default.
- W3042893258 hasConcept C96035792 @default.
- W3042893258 hasConceptScore W3042893258C110245778 @default.
- W3042893258 hasConceptScore W3042893258C113740112 @default.
- W3042893258 hasConceptScore W3042893258C127313418 @default.
- W3042893258 hasConceptScore W3042893258C127413603 @default.
- W3042893258 hasConceptScore W3042893258C170901245 @default.
- W3042893258 hasConceptScore W3042893258C187320778 @default.
- W3042893258 hasConceptScore W3042893258C2780391660 @default.
- W3042893258 hasConceptScore W3042893258C2988805333 @default.
- W3042893258 hasConceptScore W3042893258C5900021 @default.
- W3042893258 hasConceptScore W3042893258C66938386 @default.
- W3042893258 hasConceptScore W3042893258C96035792 @default.
- W3042893258 hasIssue "1" @default.
- W3042893258 hasLocation W30428932581 @default.
- W3042893258 hasOpenAccess W3042893258 @default.
- W3042893258 hasPrimaryLocation W30428932581 @default.
- W3042893258 hasRelatedWork W1528523285 @default.
- W3042893258 hasRelatedWork W1999594621 @default.
- W3042893258 hasRelatedWork W2022464343 @default.
- W3042893258 hasRelatedWork W2067914724 @default.
- W3042893258 hasRelatedWork W2158414412 @default.
- W3042893258 hasRelatedWork W2182216662 @default.
- W3042893258 hasRelatedWork W2185946074 @default.
- W3042893258 hasRelatedWork W2186468899 @default.
- W3042893258 hasRelatedWork W2505372337 @default.
- W3042893258 hasRelatedWork W2511626689 @default.
- W3042893258 hasRelatedWork W2767077686 @default.
- W3042893258 hasRelatedWork W2786257110 @default.
- W3042893258 hasRelatedWork W2902766928 @default.
- W3042893258 hasRelatedWork W2927224176 @default.
- W3042893258 hasRelatedWork W2945084854 @default.
- W3042893258 hasRelatedWork W3151631248 @default.
- W3042893258 hasRelatedWork W3161461489 @default.
- W3042893258 hasRelatedWork W3195431027 @default.
- W3042893258 hasRelatedWork W3208490521 @default.
- W3042893258 hasRelatedWork W2956528948 @default.
- W3042893258 hasVolume "76" @default.
- W3042893258 isParatext "false" @default.
- W3042893258 isRetracted "false" @default.
- W3042893258 magId "3042893258" @default.
- W3042893258 workType "article" @default.