Matches in SemOpenAlex for { <https://semopenalex.org/work/W3131685050> ?p ?o ?g. }
Showing items 1 to 95 of
95
with 100 items per page.
- W3131685050 endingPage "107510" @default.
- W3131685050 startingPage "107510" @default.
- W3131685050 abstract "The steel structure joints in the seismic fortification areas should have good rotation capacity while having sufficient bearing capacity. The plate reinforced joint can not only improve the bending bearing capacity of the beam end,but also effectively ensure that the beam-end welds does not undergo brittle failure and improve the ductility of the joint. A low-cyclic loading test of 6 Q690 high-strength steel plate reinforced joints was carried out in this paper, revealing the failure mechanism and energy dissipation mechanism of the joints,the influence laws of different reinforcement forms, steel strength grades, joint region reinforcement measures and key control parameters on the joints seismic performances were discussed. The results indicated that Due to the direct welding between the cover plate and the beam flange and the cylinder, the connection stiffness of the “cover plate reinforced” joint is large, and the rotational restraint force on the joint is strong, so the deformation capacity of the joint is weaker than the “flange plate transition” joint,The use of ordinary steel for steel beams will reduce the bearing capacity of the joints, but it can achieve higher ductility and energy dissipation capacity. when the joint region welding steel plate is reinforced, the ultimate bearing capacity of the joints was elevated by 14.14% and 13.74% respectively, while the ductility coefficient was reduced by 14.09% and 31.42%, which limits the rotation capacity of the joints. For flange plate transition joints, it is suggested that the length of the flange plate should be (0.6–0.85) hb and the thickness should be (1.2–1.4) tb. For cover plate reinforced joints, it is suggested that the length of the cover plate should be (0.6–0.85) hb and the thickness should be (0.7–1.1) tb. The study provides a theoretical basis for the engineering application and promotion of high-strength steel joints in seismic fortification areas." @default.
- W3131685050 created "2021-03-01" @default.
- W3131685050 creator A5000432967 @default.
- W3131685050 creator A5027565494 @default.
- W3131685050 creator A5049377516 @default.
- W3131685050 creator A5050155973 @default.
- W3131685050 creator A5091836844 @default.
- W3131685050 date "2021-04-01" @default.
- W3131685050 modified "2023-10-16" @default.
- W3131685050 title "Experimental and numerical study on seismic performance of Q690 high-strength steel plate reinforced joints" @default.
- W3131685050 cites W1984927370 @default.
- W3131685050 cites W1998779784 @default.
- W3131685050 cites W1999684057 @default.
- W3131685050 cites W2009297813 @default.
- W3131685050 cites W2036917767 @default.
- W3131685050 cites W2052486344 @default.
- W3131685050 cites W2053554279 @default.
- W3131685050 cites W2071921983 @default.
- W3131685050 cites W2136357100 @default.
- W3131685050 cites W2171729620 @default.
- W3131685050 cites W2331603236 @default.
- W3131685050 cites W2556779849 @default.
- W3131685050 cites W2766058246 @default.
- W3131685050 cites W2770723486 @default.
- W3131685050 cites W2889044019 @default.
- W3131685050 cites W2895435617 @default.
- W3131685050 cites W2914697915 @default.
- W3131685050 cites W2942087150 @default.
- W3131685050 doi "https://doi.org/10.1016/j.tws.2021.107510" @default.
- W3131685050 hasPublicationYear "2021" @default.
- W3131685050 type Work @default.
- W3131685050 sameAs 3131685050 @default.
- W3131685050 citedByCount "10" @default.
- W3131685050 countsByYear W31316850502021 @default.
- W3131685050 countsByYear W31316850502022 @default.
- W3131685050 countsByYear W31316850502023 @default.
- W3131685050 crossrefType "journal-article" @default.
- W3131685050 hasAuthorship W3131685050A5000432967 @default.
- W3131685050 hasAuthorship W3131685050A5027565494 @default.
- W3131685050 hasAuthorship W3131685050A5049377516 @default.
- W3131685050 hasAuthorship W3131685050A5050155973 @default.
- W3131685050 hasAuthorship W3131685050A5091836844 @default.
- W3131685050 hasConcept C121332964 @default.
- W3131685050 hasConcept C127413603 @default.
- W3131685050 hasConcept C135402231 @default.
- W3131685050 hasConcept C135677250 @default.
- W3131685050 hasConcept C136478896 @default.
- W3131685050 hasConcept C149912024 @default.
- W3131685050 hasConcept C159985019 @default.
- W3131685050 hasConcept C168834538 @default.
- W3131685050 hasConcept C18555067 @default.
- W3131685050 hasConcept C192562407 @default.
- W3131685050 hasConcept C19474535 @default.
- W3131685050 hasConcept C2776512210 @default.
- W3131685050 hasConcept C2778417280 @default.
- W3131685050 hasConcept C2779372316 @default.
- W3131685050 hasConcept C66938386 @default.
- W3131685050 hasConcept C97355855 @default.
- W3131685050 hasConceptScore W3131685050C121332964 @default.
- W3131685050 hasConceptScore W3131685050C127413603 @default.
- W3131685050 hasConceptScore W3131685050C135402231 @default.
- W3131685050 hasConceptScore W3131685050C135677250 @default.
- W3131685050 hasConceptScore W3131685050C136478896 @default.
- W3131685050 hasConceptScore W3131685050C149912024 @default.
- W3131685050 hasConceptScore W3131685050C159985019 @default.
- W3131685050 hasConceptScore W3131685050C168834538 @default.
- W3131685050 hasConceptScore W3131685050C18555067 @default.
- W3131685050 hasConceptScore W3131685050C192562407 @default.
- W3131685050 hasConceptScore W3131685050C19474535 @default.
- W3131685050 hasConceptScore W3131685050C2776512210 @default.
- W3131685050 hasConceptScore W3131685050C2778417280 @default.
- W3131685050 hasConceptScore W3131685050C2779372316 @default.
- W3131685050 hasConceptScore W3131685050C66938386 @default.
- W3131685050 hasConceptScore W3131685050C97355855 @default.
- W3131685050 hasFunder F4320321001 @default.
- W3131685050 hasLocation W31316850501 @default.
- W3131685050 hasOpenAccess W3131685050 @default.
- W3131685050 hasPrimaryLocation W31316850501 @default.
- W3131685050 hasRelatedWork W2016190500 @default.
- W3131685050 hasRelatedWork W2072564654 @default.
- W3131685050 hasRelatedWork W2360672152 @default.
- W3131685050 hasRelatedWork W2364470343 @default.
- W3131685050 hasRelatedWork W2364831676 @default.
- W3131685050 hasRelatedWork W2793549137 @default.
- W3131685050 hasRelatedWork W2959251979 @default.
- W3131685050 hasRelatedWork W3203749013 @default.
- W3131685050 hasRelatedWork W4283028085 @default.
- W3131685050 hasRelatedWork W4366829072 @default.
- W3131685050 hasVolume "161" @default.
- W3131685050 isParatext "false" @default.
- W3131685050 isRetracted "false" @default.
- W3131685050 magId "3131685050" @default.
- W3131685050 workType "article" @default.