Matches in SemOpenAlex for { <https://semopenalex.org/work/W3134972504> ?p ?o ?g. }
Showing items 1 to 97 of
97
with 100 items per page.
- W3134972504 endingPage "14" @default.
- W3134972504 startingPage "1" @default.
- W3134972504 abstract "Prefabricated steel structure has been promoted in construction for its advantages in the greening, industrialization and informatization of buildings. Meanwhile, the earthquake-resilience of steel structures has become a research hotspot in the field of international seismic engineering. In this paper, five earthquake-resilient prefabricated steel beam-column cross joints (ERPCJs) were studied by the low-cyclic loading tests. The influence of flange connecting bolts number, flange connection forms, bolt distance of middle row and bolt hole forms on the seismic performance, failure mode and other key performance indexes were studied. The tests results show that ERPCJs with reasonable parameters have outstanding bearing capability and seismic behavior. The beams of each specimen were damaged slightly or basically free from damage. Also, earthquake-resilient requirement could be quickly achieved by replacing connecting plates and high-strength bolt groups. Reducing the connecting bolts could make the joint fully utilize the sliding friction of flange cover plates (FCPs) to dissipate energy, and enhance ductility and rotation of the joint, but it could reduce joint’s initial stiffness and ultimate bearing capability at the same time. The smaller bolt distance of middle row has little effect on the yielding load of the joint, but can improve joint’s ultimate bearing capability. Besides, slotted holes on the cantilever beam can avoid the stressconcentration resulting from the compression of bolt rods and bolt hole walls, as well as can also effectively realize sliding energy dissipation of the FCPs." @default.
- W3134972504 created "2021-03-15" @default.
- W3134972504 creator A5009528485 @default.
- W3134972504 creator A5023657477 @default.
- W3134972504 creator A5037383326 @default.
- W3134972504 creator A5049219280 @default.
- W3134972504 creator A5087204626 @default.
- W3134972504 date "2021-08-01" @default.
- W3134972504 modified "2023-10-18" @default.
- W3134972504 title "Cyclic loading tests of earthquake-resilient prefabricated steel cross joints with different FCP connections" @default.
- W3134972504 cites W1964572813 @default.
- W3134972504 cites W1967908959 @default.
- W3134972504 cites W1978021715 @default.
- W3134972504 cites W2016312057 @default.
- W3134972504 cites W2025857007 @default.
- W3134972504 cites W2027641732 @default.
- W3134972504 cites W2032222911 @default.
- W3134972504 cites W2035644061 @default.
- W3134972504 cites W2054708970 @default.
- W3134972504 cites W2069639155 @default.
- W3134972504 cites W2072859385 @default.
- W3134972504 cites W2110013894 @default.
- W3134972504 cites W2171479981 @default.
- W3134972504 cites W2230326299 @default.
- W3134972504 cites W2270903575 @default.
- W3134972504 cites W2396753388 @default.
- W3134972504 cites W2431519228 @default.
- W3134972504 cites W2560088755 @default.
- W3134972504 cites W2563078301 @default.
- W3134972504 cites W2604444765 @default.
- W3134972504 cites W2740818314 @default.
- W3134972504 cites W2744332704 @default.
- W3134972504 cites W2775585957 @default.
- W3134972504 cites W2789575980 @default.
- W3134972504 cites W2791399693 @default.
- W3134972504 cites W2792075079 @default.
- W3134972504 cites W2912044085 @default.
- W3134972504 cites W2912282928 @default.
- W3134972504 cites W2984702542 @default.
- W3134972504 cites W2990701467 @default.
- W3134972504 cites W3095528408 @default.
- W3134972504 cites W4245879732 @default.
- W3134972504 doi "https://doi.org/10.1016/j.istruc.2021.02.059" @default.
- W3134972504 hasPublicationYear "2021" @default.
- W3134972504 type Work @default.
- W3134972504 sameAs 3134972504 @default.
- W3134972504 citedByCount "7" @default.
- W3134972504 countsByYear W31349725042022 @default.
- W3134972504 countsByYear W31349725042023 @default.
- W3134972504 crossrefType "journal-article" @default.
- W3134972504 hasAuthorship W3134972504A5009528485 @default.
- W3134972504 hasAuthorship W3134972504A5023657477 @default.
- W3134972504 hasAuthorship W3134972504A5037383326 @default.
- W3134972504 hasAuthorship W3134972504A5049219280 @default.
- W3134972504 hasAuthorship W3134972504A5087204626 @default.
- W3134972504 hasConcept C121332964 @default.
- W3134972504 hasConcept C127413603 @default.
- W3134972504 hasConcept C135402231 @default.
- W3134972504 hasConcept C135677250 @default.
- W3134972504 hasConcept C141354745 @default.
- W3134972504 hasConcept C18555067 @default.
- W3134972504 hasConcept C2778417280 @default.
- W3134972504 hasConcept C2779372316 @default.
- W3134972504 hasConcept C66938386 @default.
- W3134972504 hasConcept C97355855 @default.
- W3134972504 hasConceptScore W3134972504C121332964 @default.
- W3134972504 hasConceptScore W3134972504C127413603 @default.
- W3134972504 hasConceptScore W3134972504C135402231 @default.
- W3134972504 hasConceptScore W3134972504C135677250 @default.
- W3134972504 hasConceptScore W3134972504C141354745 @default.
- W3134972504 hasConceptScore W3134972504C18555067 @default.
- W3134972504 hasConceptScore W3134972504C2778417280 @default.
- W3134972504 hasConceptScore W3134972504C2779372316 @default.
- W3134972504 hasConceptScore W3134972504C66938386 @default.
- W3134972504 hasConceptScore W3134972504C97355855 @default.
- W3134972504 hasFunder F4320321001 @default.
- W3134972504 hasFunder F4320321543 @default.
- W3134972504 hasLocation W31349725041 @default.
- W3134972504 hasOpenAccess W3134972504 @default.
- W3134972504 hasPrimaryLocation W31349725041 @default.
- W3134972504 hasRelatedWork W2072564654 @default.
- W3134972504 hasRelatedWork W2366917963 @default.
- W3134972504 hasRelatedWork W2377376797 @default.
- W3134972504 hasRelatedWork W3037037601 @default.
- W3134972504 hasRelatedWork W3203749013 @default.
- W3134972504 hasRelatedWork W4283028085 @default.
- W3134972504 hasRelatedWork W4285992172 @default.
- W3134972504 hasRelatedWork W4288032453 @default.
- W3134972504 hasRelatedWork W4316035113 @default.
- W3134972504 hasRelatedWork W4321465510 @default.
- W3134972504 hasVolume "32" @default.
- W3134972504 isParatext "false" @default.
- W3134972504 isRetracted "false" @default.
- W3134972504 magId "3134972504" @default.
- W3134972504 workType "article" @default.