Matches in SemOpenAlex for { <https://semopenalex.org/work/W4310244122> ?p ?o ?g. }
Showing items 1 to 97 of
97
with 100 items per page.
- W4310244122 endingPage "115309" @default.
- W4310244122 startingPage "115309" @default.
- W4310244122 abstract "This paper presents a study on the seismic performance of shear-deficient exterior reinforced concrete (RC) beam-column joints strengthened with prestressed high-strength steel wire (PHSW). This strengthening technique overcomes the space obstacle of the orthogonal beams and the shortcomings of traditional seismic strengthening techniques for the beam-column joints. To verify the feasibility and effectiveness of the proposed strengthening technique, six large-scale exterior beam-column joints were tested under reversed cyclic loading. The seismic performance of strengthened joint specimens was analysed and compared with that of the original un-strengthened and the code-compliant specimens to investigate the effects of the ratio of PHSW and the prestressing level of wires. The failure mode of the exterior joints had been changed from brittle joint shear mode to ductile beam flexural mode after being properly strengthened, and the load-bearing capacity of the joint specimen can be improved by up to 20%. Other seismic performance parameters of reinforced specimens, such as ductility and energy dissipation capability, were also significantly enhanced with increased PHSW ratio and prestress level. The strengthening scheme is easy to implement, and no anchorage failure occurred during the loading process, indicating that the strengthening technique is feasible, effective, and economical. Based on the test results and theoretical analysis, a formula for calculating the load-bearing capacity of the exterior RC beam-column joint strengthened with PHSW was developed to predict the load-bearing capacity of the strengthened exterior RC beam-column joints." @default.
- W4310244122 created "2022-11-30" @default.
- W4310244122 creator A5023363049 @default.
- W4310244122 creator A5055064589 @default.
- W4310244122 creator A5068791040 @default.
- W4310244122 date "2023-01-01" @default.
- W4310244122 modified "2023-10-16" @default.
- W4310244122 title "Seismic performance of the shear-deficient exterior RC beam-column joints strengthened with PHSW" @default.
- W4310244122 cites W1504392525 @default.
- W4310244122 cites W1987772355 @default.
- W4310244122 cites W2024102435 @default.
- W4310244122 cites W2080365855 @default.
- W4310244122 cites W2110699770 @default.
- W4310244122 cites W2255752421 @default.
- W4310244122 cites W2281942941 @default.
- W4310244122 cites W2525713691 @default.
- W4310244122 cites W2559096691 @default.
- W4310244122 cites W2564031346 @default.
- W4310244122 cites W2615381928 @default.
- W4310244122 cites W2620643194 @default.
- W4310244122 cites W2733493402 @default.
- W4310244122 cites W2883680073 @default.
- W4310244122 cites W2887669846 @default.
- W4310244122 cites W2903045902 @default.
- W4310244122 cites W2908953244 @default.
- W4310244122 cites W2912656786 @default.
- W4310244122 cites W2943318913 @default.
- W4310244122 cites W2947960324 @default.
- W4310244122 cites W3117933263 @default.
- W4310244122 cites W3137339577 @default.
- W4310244122 cites W3152316461 @default.
- W4310244122 cites W3152655003 @default.
- W4310244122 cites W3208353664 @default.
- W4310244122 doi "https://doi.org/10.1016/j.engstruct.2022.115309" @default.
- W4310244122 hasPublicationYear "2023" @default.
- W4310244122 type Work @default.
- W4310244122 citedByCount "1" @default.
- W4310244122 countsByYear W43102441222023 @default.
- W4310244122 crossrefType "journal-article" @default.
- W4310244122 hasAuthorship W4310244122A5023363049 @default.
- W4310244122 hasAuthorship W4310244122A5055064589 @default.
- W4310244122 hasAuthorship W4310244122A5068791040 @default.
- W4310244122 hasConcept C121332964 @default.
- W4310244122 hasConcept C127413603 @default.
- W4310244122 hasConcept C135402231 @default.
- W4310244122 hasConcept C135677250 @default.
- W4310244122 hasConcept C136478896 @default.
- W4310244122 hasConcept C149912024 @default.
- W4310244122 hasConcept C159985019 @default.
- W4310244122 hasConcept C168834538 @default.
- W4310244122 hasConcept C178405089 @default.
- W4310244122 hasConcept C18555067 @default.
- W4310244122 hasConcept C192562407 @default.
- W4310244122 hasConcept C2776512210 @default.
- W4310244122 hasConcept C66283442 @default.
- W4310244122 hasConcept C66938386 @default.
- W4310244122 hasConcept C96035792 @default.
- W4310244122 hasConcept C97355855 @default.
- W4310244122 hasConceptScore W4310244122C121332964 @default.
- W4310244122 hasConceptScore W4310244122C127413603 @default.
- W4310244122 hasConceptScore W4310244122C135402231 @default.
- W4310244122 hasConceptScore W4310244122C135677250 @default.
- W4310244122 hasConceptScore W4310244122C136478896 @default.
- W4310244122 hasConceptScore W4310244122C149912024 @default.
- W4310244122 hasConceptScore W4310244122C159985019 @default.
- W4310244122 hasConceptScore W4310244122C168834538 @default.
- W4310244122 hasConceptScore W4310244122C178405089 @default.
- W4310244122 hasConceptScore W4310244122C18555067 @default.
- W4310244122 hasConceptScore W4310244122C192562407 @default.
- W4310244122 hasConceptScore W4310244122C2776512210 @default.
- W4310244122 hasConceptScore W4310244122C66283442 @default.
- W4310244122 hasConceptScore W4310244122C66938386 @default.
- W4310244122 hasConceptScore W4310244122C96035792 @default.
- W4310244122 hasConceptScore W4310244122C97355855 @default.
- W4310244122 hasFunder F4320321001 @default.
- W4310244122 hasFunder F4320321878 @default.
- W4310244122 hasFunder F4320322182 @default.
- W4310244122 hasFunder F4320334897 @default.
- W4310244122 hasLocation W43102441221 @default.
- W4310244122 hasOpenAccess W4310244122 @default.
- W4310244122 hasPrimaryLocation W43102441221 @default.
- W4310244122 hasRelatedWork W1966542742 @default.
- W4310244122 hasRelatedWork W2348487021 @default.
- W4310244122 hasRelatedWork W2353519634 @default.
- W4310244122 hasRelatedWork W2364042988 @default.
- W4310244122 hasRelatedWork W2365063104 @default.
- W4310244122 hasRelatedWork W2374432711 @default.
- W4310244122 hasRelatedWork W2389539296 @default.
- W4310244122 hasRelatedWork W2613683625 @default.
- W4310244122 hasRelatedWork W2979992430 @default.
- W4310244122 hasRelatedWork W4307056400 @default.
- W4310244122 hasVolume "275" @default.
- W4310244122 isParatext "false" @default.
- W4310244122 isRetracted "false" @default.
- W4310244122 workType "article" @default.