Matches in SemOpenAlex for { <https://semopenalex.org/work/W2910070636> ?p ?o ?g. }
Showing items 1 to 87 of
87
with 100 items per page.
- W2910070636 endingPage "375" @default.
- W2910070636 startingPage "369" @default.
- W2910070636 abstract "This paper presents a numerical study using the finite element method to evaluate the seismic performance of bolted connections within a steel moment-resisting frame. The accuracy of the numerical models was validated using past experimental studies. Three dimensional connection models were constructed using the results of material tests and consideration of contact elements, bolt pretension, nonlinear kinematic hardening algorithms, etc. Two types of numerical models were proposed, one using solid and contact elements, and the other using shell elements and connectors to effectively reduce the computational cost. The rationality of the solid contact model, the shell connector model, and the nonlinear kinematic hardening algorithm was demonstrated via cyclic loading tests. The local responses, including brittle fracture, were analyzed utilizing frequently used fracture indices such as TI and RI, where the analysis results are discussed by comparison to the relevant test results. Keywords: Nonlinear Finite Element Analysis, Bolted Connection, Cyclic Tests, Solid Contact Model, Shell Connector Model" @default.
- W2910070636 created "2019-01-25" @default.
- W2910070636 creator A5047006265 @default.
- W2910070636 creator A5071080091 @default.
- W2910070636 date "2018-12-31" @default.
- W2910070636 modified "2023-09-24" @default.
- W2910070636 title "Seismic Performance Prediction for Bolted Beam-Column Connection Using Finite Element Modeling" @default.
- W2910070636 cites W1971073614 @default.
- W2910070636 cites W1972887350 @default.
- W2910070636 cites W1982406109 @default.
- W2910070636 cites W1991156296 @default.
- W2910070636 cites W2014599499 @default.
- W2910070636 cites W2016010730 @default.
- W2910070636 cites W2019088324 @default.
- W2910070636 cites W2022932126 @default.
- W2910070636 cites W2043458152 @default.
- W2910070636 cites W2045451874 @default.
- W2910070636 cites W2062551444 @default.
- W2910070636 cites W2065742548 @default.
- W2910070636 cites W2086771941 @default.
- W2910070636 cites W2121520254 @default.
- W2910070636 cites W2211573148 @default.
- W2910070636 cites W2599393935 @default.
- W2910070636 cites W2897108545 @default.
- W2910070636 cites W334338204 @default.
- W2910070636 doi "https://doi.org/10.9798/kosham.2018.18.7.369" @default.
- W2910070636 hasPublicationYear "2018" @default.
- W2910070636 type Work @default.
- W2910070636 sameAs 2910070636 @default.
- W2910070636 citedByCount "0" @default.
- W2910070636 crossrefType "journal-article" @default.
- W2910070636 hasAuthorship W2910070636A5047006265 @default.
- W2910070636 hasAuthorship W2910070636A5071080091 @default.
- W2910070636 hasBestOaLocation W29100706361 @default.
- W2910070636 hasConcept C110925319 @default.
- W2910070636 hasConcept C121332964 @default.
- W2910070636 hasConcept C127413603 @default.
- W2910070636 hasConcept C13355873 @default.
- W2910070636 hasConcept C135628077 @default.
- W2910070636 hasConcept C136478896 @default.
- W2910070636 hasConcept C158622935 @default.
- W2910070636 hasConcept C159985019 @default.
- W2910070636 hasConcept C192562407 @default.
- W2910070636 hasConcept C2779227376 @default.
- W2910070636 hasConcept C2781052500 @default.
- W2910070636 hasConcept C44255700 @default.
- W2910070636 hasConcept C62520636 @default.
- W2910070636 hasConcept C66938386 @default.
- W2910070636 hasConcept C78519656 @default.
- W2910070636 hasConceptScore W2910070636C110925319 @default.
- W2910070636 hasConceptScore W2910070636C121332964 @default.
- W2910070636 hasConceptScore W2910070636C127413603 @default.
- W2910070636 hasConceptScore W2910070636C13355873 @default.
- W2910070636 hasConceptScore W2910070636C135628077 @default.
- W2910070636 hasConceptScore W2910070636C136478896 @default.
- W2910070636 hasConceptScore W2910070636C158622935 @default.
- W2910070636 hasConceptScore W2910070636C159985019 @default.
- W2910070636 hasConceptScore W2910070636C192562407 @default.
- W2910070636 hasConceptScore W2910070636C2779227376 @default.
- W2910070636 hasConceptScore W2910070636C2781052500 @default.
- W2910070636 hasConceptScore W2910070636C44255700 @default.
- W2910070636 hasConceptScore W2910070636C62520636 @default.
- W2910070636 hasConceptScore W2910070636C66938386 @default.
- W2910070636 hasConceptScore W2910070636C78519656 @default.
- W2910070636 hasFunder F4320322030 @default.
- W2910070636 hasFunder F4320322120 @default.
- W2910070636 hasIssue "7" @default.
- W2910070636 hasLocation W29100706361 @default.
- W2910070636 hasOpenAccess W2910070636 @default.
- W2910070636 hasPrimaryLocation W29100706361 @default.
- W2910070636 hasRelatedWork W1990215856 @default.
- W2910070636 hasRelatedWork W2153398283 @default.
- W2910070636 hasRelatedWork W2350032752 @default.
- W2910070636 hasRelatedWork W2362478917 @default.
- W2910070636 hasRelatedWork W2372548342 @default.
- W2910070636 hasRelatedWork W2374435877 @default.
- W2910070636 hasRelatedWork W2377299467 @default.
- W2910070636 hasRelatedWork W2381670429 @default.
- W2910070636 hasRelatedWork W2382095082 @default.
- W2910070636 hasRelatedWork W2385638163 @default.
- W2910070636 hasVolume "18" @default.
- W2910070636 isParatext "false" @default.
- W2910070636 isRetracted "false" @default.
- W2910070636 magId "2910070636" @default.
- W2910070636 workType "article" @default.