FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4382582238> ?p ?o ?g. }

• W4382582238 endingPage "4351" @default.
• W4382582238 startingPage "4325" @default.
• W4382582238 abstract "Abstract A system‐level shake‐table test of a two‐story low‐damage concrete wall building was conducted in 2019. The test building consisted of unbonded post‐tensioned (UPT) walls with perimeter frames and different wall‐to‐floor connections to provide deformation compatibility. The test results highlighted that the measured lateral strength of the building notably exceeded the design value. This over‐strength was largely attributed to the compatibility deformations imposed on the floor systems. Previous simulation results from planar models also underestimated the building global response and lateral strength, so a modified model was developed to improve the accuracy by accounting for the system‐level interactions. The floor slab out‐of‐plane strength was assessed by the floor slab models using shell elements to quantify their response when subjected to deformations induced by the UPT wall uplift. In addition, the unintended effects of the beam‐to‐floor connection strength were also calculated. The strength contributions from the floor and connections were included in the planar frame models using lumped rotational springs located at the slotted‐beam joints. Lastly, the models were also updated to include flexibility in the connections of the energy dissipations at the wall bases based on test observations. Nonlinear time history analysis of the updated models for unidirectional loading cases demonstrated an improved calculation of the test results for both the global and local responses. When considering the floor interaction in the updated models, the absolute relative errors of peak overturning moments reduced from 35.4% to 15.6% averagely for the longitudinal direction, and from 23.1% to 14.1% averagely for the transverse direction." @default.
• W4382582238 created "2023-06-30" @default.
• W4382582238 creator A5008736686 @default.
• W4382582238 creator A5020183482 @default.
• W4382582238 creator A5023586110 @default.
• W4382582238 creator A5069357986 @default.
• W4382582238 creator A5078575166 @default.
• W4382582238 creator A5080801699 @default.
• W4382582238 date "2023-06-27" @default.
• W4382582238 modified "2023-10-09" @default.
• W4382582238 title "Planar frame models considering system‐level interactions of a two‐story low‐damage concrete wall building" @default.
• W4382582238 cites W1412008570 @default.
• W4382582238 cites W1504392525 @default.
• W4382582238 cites W1967377197 @default.
• W4382582238 cites W1969760883 @default.
• W4382582238 cites W1971591978 @default.
• W4382582238 cites W1995565201 @default.
• W4382582238 cites W1995692653 @default.
• W4382582238 cites W2010081314 @default.
• W4382582238 cites W2021184413 @default.
• W4382582238 cites W2072825457 @default.
• W4382582238 cites W2077374555 @default.
• W4382582238 cites W2078810313 @default.
• W4382582238 cites W2121759069 @default.
• W4382582238 cites W2136211276 @default.
• W4382582238 cites W2142039888 @default.
• W4382582238 cites W2142474801 @default.
• W4382582238 cites W2263043746 @default.
• W4382582238 cites W2290072945 @default.
• W4382582238 cites W2290672510 @default.
• W4382582238 cites W2326019606 @default.
• W4382582238 cites W2526485359 @default.
• W4382582238 cites W2591912971 @default.
• W4382582238 cites W2594410733 @default.
• W4382582238 cites W2744529556 @default.
• W4382582238 cites W2767296739 @default.
• W4382582238 cites W2802230751 @default.
• W4382582238 cites W2849704054 @default.
• W4382582238 cites W2900258334 @default.
• W4382582238 cites W2965922576 @default.
• W4382582238 cites W3157895519 @default.
• W4382582238 cites W3179505049 @default.
• W4382582238 cites W3195663708 @default.
• W4382582238 cites W4213127405 @default.
• W4382582238 cites W4245682012 @default.
• W4382582238 doi "https://doi.org/10.1002/eqe.3954" @default.
• W4382582238 hasPublicationYear "2023" @default.
• W4382582238 type Work @default.
• W4382582238 citedByCount "0" @default.
• W4382582238 crossrefType "journal-article" @default.
• W4382582238 hasAuthorship W4382582238A5008736686 @default.
• W4382582238 hasAuthorship W4382582238A5020183482 @default.
• W4382582238 hasAuthorship W4382582238A5023586110 @default.
• W4382582238 hasAuthorship W4382582238A5069357986 @default.
• W4382582238 hasAuthorship W4382582238A5078575166 @default.
• W4382582238 hasAuthorship W4382582238A5080801699 @default.
• W4382582238 hasBestOaLocation W43825822381 @default.
• W4382582238 hasConcept C113740112 @default.
• W4382582238 hasConcept C121332964 @default.
• W4382582238 hasConcept C121684516 @default.
• W4382582238 hasConcept C127413603 @default.
• W4382582238 hasConcept C134786449 @default.
• W4382582238 hasConcept C158622935 @default.
• W4382582238 hasConcept C187320778 @default.
• W4382582238 hasConcept C41008148 @default.
• W4382582238 hasConcept C62520636 @default.
• W4382582238 hasConcept C66938386 @default.
• W4382582238 hasConceptScore W4382582238C113740112 @default.
• W4382582238 hasConceptScore W4382582238C121332964 @default.
• W4382582238 hasConceptScore W4382582238C121684516 @default.
• W4382582238 hasConceptScore W4382582238C127413603 @default.
• W4382582238 hasConceptScore W4382582238C134786449 @default.
• W4382582238 hasConceptScore W4382582238C158622935 @default.
• W4382582238 hasConceptScore W4382582238C187320778 @default.
• W4382582238 hasConceptScore W4382582238C41008148 @default.
• W4382582238 hasConceptScore W4382582238C62520636 @default.
• W4382582238 hasConceptScore W4382582238C66938386 @default.
• W4382582238 hasIssue "14" @default.
• W4382582238 hasLocation W43825822381 @default.
• W4382582238 hasOpenAccess W4382582238 @default.
• W4382582238 hasPrimaryLocation W43825822381 @default.
• W4382582238 hasRelatedWork W2029251104 @default.
• W4382582238 hasRelatedWork W2262824164 @default.
• W4382582238 hasRelatedWork W2349064774 @default.
• W4382582238 hasRelatedWork W2352380072 @default.
• W4382582238 hasRelatedWork W2370986896 @default.
• W4382582238 hasRelatedWork W2381438901 @default.
• W4382582238 hasRelatedWork W2383095243 @default.
• W4382582238 hasRelatedWork W2515467626 @default.
• W4382582238 hasRelatedWork W2528697634 @default.
• W4382582238 hasRelatedWork W2978746926 @default.
• W4382582238 hasVolume "52" @default.
• W4382582238 isParatext "false" @default.
• W4382582238 isRetracted "false" @default.
• W4382582238 workType "article" @default.