FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W1625367050> ?p ?o ?g. }

• W1625367050 endingPage "1716" @default.
• W1625367050 startingPage "1697" @default.
• W1625367050 abstract "This paper examines higher mode effects in systems where the ductile mechanism for seismic design is the base moment-rotation response. The modal properties of flexural and shear beams with uniform mass and elasticity and with a variable amount of base rotational restraint are derived. As the base fixity is released, the first mode becomes the rigid body rotation of the beam about the base, but the higher modes change much less, particularly for the shear beam model. Most response quantities that are of interest in the seismic design of typical mid-rise buildings are controlled by the first two lateral modes, except at locations along the height where the second mode contributes little. However, the third and higher lateral modes are more significant for high-rise buildings. Based on the theory of uniform cantilever shear beams, expressions are developed to avoid the need for a modal analysis to estimate the overturning moment, storey shear, and floor acceleration envelopes. Considering the measured response from the shake table testing of a large-scale eight-storey controlled rocking steel braced frame, the proposed expressions are shown to be of similar or better accuracy to a modified modal superposition technique, which combines the higher mode response from an elastic modal analysis with the response associated with achieving the maximum base overturning moment according to an inverted triangular load distribution. Because the proposed method uses only parameters that are available at the initial design stage, avoiding the analysis of a structural model, it is likely to be especially useful for preliminary design. Copyright © 2015 John Wiley & Sons, Ltd." @default.
• W1625367050 created "2016-06-24" @default.
• W1625367050 creator A5029937021 @default.
• W1625367050 creator A5032458250 @default.
• W1625367050 date "2015-01-21" @default.
• W1625367050 modified "2023-10-17" @default.
• W1625367050 title "A cantilever beam analogy for quantifying higher mode effects in multistorey buildings" @default.
• W1625367050 cites W1564782168 @default.
• W1625367050 cites W1829392453 @default.
• W1625367050 cites W1951329363 @default.
• W1625367050 cites W1964168502 @default.
• W1625367050 cites W1966914804 @default.
• W1625367050 cites W2003448090 @default.
• W1625367050 cites W2021959719 @default.
• W1625367050 cites W2035377600 @default.
• W1625367050 cites W2042154185 @default.
• W1625367050 cites W2051165498 @default.
• W1625367050 cites W2062632837 @default.
• W1625367050 cites W2068980086 @default.
• W1625367050 cites W2092094360 @default.
• W1625367050 cites W2092207641 @default.
• W1625367050 cites W2098323038 @default.
• W1625367050 cites W2292174377 @default.
• W1625367050 cites W4300939240 @default.
• W1625367050 doi "https://doi.org/10.1002/eqe.2549" @default.
• W1625367050 hasPublicationYear "2015" @default.
• W1625367050 type Work @default.
• W1625367050 sameAs 1625367050 @default.
• W1625367050 citedByCount "51" @default.
• W1625367050 countsByYear W16253670502016 @default.
• W1625367050 countsByYear W16253670502017 @default.
• W1625367050 countsByYear W16253670502018 @default.
• W1625367050 countsByYear W16253670502019 @default.
• W1625367050 countsByYear W16253670502020 @default.
• W1625367050 countsByYear W16253670502021 @default.
• W1625367050 countsByYear W16253670502022 @default.
• W1625367050 countsByYear W16253670502023 @default.
• W1625367050 crossrefType "journal-article" @default.
• W1625367050 hasAuthorship W1625367050A5029937021 @default.
• W1625367050 hasAuthorship W1625367050A5032458250 @default.
• W1625367050 hasBestOaLocation W16253670502 @default.
• W1625367050 hasConcept C104286136 @default.
• W1625367050 hasConcept C121332964 @default.
• W1625367050 hasConcept C127313418 @default.
• W1625367050 hasConcept C127413603 @default.
• W1625367050 hasConcept C134306372 @default.
• W1625367050 hasConcept C135628077 @default.
• W1625367050 hasConcept C141354745 @default.
• W1625367050 hasConcept C168834538 @default.
• W1625367050 hasConcept C179254644 @default.
• W1625367050 hasConcept C188027245 @default.
• W1625367050 hasConcept C192562407 @default.
• W1625367050 hasConcept C198394728 @default.
• W1625367050 hasConcept C22140971 @default.
• W1625367050 hasConcept C24890656 @default.
• W1625367050 hasConcept C27753989 @default.
• W1625367050 hasConcept C32758168 @default.
• W1625367050 hasConcept C33923547 @default.
• W1625367050 hasConcept C5900021 @default.
• W1625367050 hasConcept C66938386 @default.
• W1625367050 hasConcept C70673446 @default.
• W1625367050 hasConcept C71139939 @default.
• W1625367050 hasConcept C74650414 @default.
• W1625367050 hasConcept C88282795 @default.
• W1625367050 hasConcept C96035792 @default.
• W1625367050 hasConceptScore W1625367050C104286136 @default.
• W1625367050 hasConceptScore W1625367050C121332964 @default.
• W1625367050 hasConceptScore W1625367050C127313418 @default.
• W1625367050 hasConceptScore W1625367050C127413603 @default.
• W1625367050 hasConceptScore W1625367050C134306372 @default.
• W1625367050 hasConceptScore W1625367050C135628077 @default.
• W1625367050 hasConceptScore W1625367050C141354745 @default.
• W1625367050 hasConceptScore W1625367050C168834538 @default.
• W1625367050 hasConceptScore W1625367050C179254644 @default.
• W1625367050 hasConceptScore W1625367050C188027245 @default.
• W1625367050 hasConceptScore W1625367050C192562407 @default.
• W1625367050 hasConceptScore W1625367050C198394728 @default.
• W1625367050 hasConceptScore W1625367050C22140971 @default.
• W1625367050 hasConceptScore W1625367050C24890656 @default.
• W1625367050 hasConceptScore W1625367050C27753989 @default.
• W1625367050 hasConceptScore W1625367050C32758168 @default.
• W1625367050 hasConceptScore W1625367050C33923547 @default.
• W1625367050 hasConceptScore W1625367050C5900021 @default.
• W1625367050 hasConceptScore W1625367050C66938386 @default.
• W1625367050 hasConceptScore W1625367050C70673446 @default.
• W1625367050 hasConceptScore W1625367050C71139939 @default.
• W1625367050 hasConceptScore W1625367050C74650414 @default.
• W1625367050 hasConceptScore W1625367050C88282795 @default.
• W1625367050 hasConceptScore W1625367050C96035792 @default.
• W1625367050 hasFunder F4320319948 @default.
• W1625367050 hasFunder F4320334593 @default.
• W1625367050 hasIssue "11" @default.
• W1625367050 hasLocation W16253670501 @default.
• W1625367050 hasLocation W16253670502 @default.
• W1625367050 hasOpenAccess W1625367050 @default.
• W1625367050 hasPrimaryLocation W16253670501 @default.
• W1625367050 hasRelatedWork W154453800 @default.
• W1625367050 hasRelatedWork W190589181 @default.

• next