Matches in SemOpenAlex for { <https://semopenalex.org/work/W3000628061> ?p ?o ?g. }
Showing items 1 to 91 of
91
with 100 items per page.
- W3000628061 endingPage "101189" @default.
- W3000628061 startingPage "101189" @default.
- W3000628061 abstract "To combine the advantages of concrete-encased steel columns, high-performance concrete and precast structures, an innovative steel composite column encased in precast high-performance concrete is proposed in this paper. The proposed composite column is composed of a precast outer part and a cast in situ inner part. The precast part can be prefabricated using steel-fiber-reinforced reactive powder concrete (RPC), and the inner part can be cast using conventional concrete. With an aim of exploring seismic behavior of this innovative composite column, three of them were designed and subjected to constant axial compression and cyclic loading, with the main test parameter being the shear span-to-depth aspect ratio. The failure mode, hysteresis loop, skeleton curve, lateral stiffness degradation, energy dissipation and displacement ductility ratio were all analyzed to investigate the effect of aspect ratio on cyclic behavior. Test results indicated that no apparent concrete spalling was found in any of the specimens, due to application of steel fibers in RPC, and the structural steel, precast outer-shell and cast in situ inner part behaved compatibly without any visible slippage. Meanwhile, initial stiffness and load-carrying capacity of the test specimens increased with a decrease in aspect ratio, and energy dissipation and displacement ductility increased with the increasing aspect ratio. Based on the test results, two calculation methods (per AISC 360–10 and JGJ 138–2016) were put forward to predict the load-carrying capacity of the test specimens. The model based on AISC 360–10 overestimated the load-carrying capacities of test specimens, while the model based on JGJ 138–2016 predicted capacities that agreed well with the test results." @default.
- W3000628061 created "2020-01-23" @default.
- W3000628061 creator A5026489491 @default.
- W3000628061 creator A5048046413 @default.
- W3000628061 creator A5060291357 @default.
- W3000628061 date "2020-05-01" @default.
- W3000628061 modified "2023-09-27" @default.
- W3000628061 title "Pseudostatic testing for load-carrying capacity of precast concrete-encased steel composite columns" @default.
- W3000628061 cites W1993803523 @default.
- W3000628061 cites W2067175639 @default.
- W3000628061 cites W2073817535 @default.
- W3000628061 cites W2135922126 @default.
- W3000628061 cites W2484171541 @default.
- W3000628061 cites W2530544474 @default.
- W3000628061 cites W2608503452 @default.
- W3000628061 cites W2755200322 @default.
- W3000628061 cites W2789655121 @default.
- W3000628061 cites W2791067164 @default.
- W3000628061 cites W2794213667 @default.
- W3000628061 cites W2794733939 @default.
- W3000628061 cites W2801769162 @default.
- W3000628061 cites W2806379725 @default.
- W3000628061 cites W2810523247 @default.
- W3000628061 cites W2886578073 @default.
- W3000628061 cites W2887648221 @default.
- W3000628061 cites W2914147660 @default.
- W3000628061 cites W2958049368 @default.
- W3000628061 cites W2969714436 @default.
- W3000628061 doi "https://doi.org/10.1016/j.jobe.2020.101189" @default.
- W3000628061 hasPublicationYear "2020" @default.
- W3000628061 type Work @default.
- W3000628061 sameAs 3000628061 @default.
- W3000628061 citedByCount "4" @default.
- W3000628061 countsByYear W30006280612021 @default.
- W3000628061 countsByYear W30006280612022 @default.
- W3000628061 crossrefType "journal-article" @default.
- W3000628061 hasAuthorship W3000628061A5026489491 @default.
- W3000628061 hasAuthorship W3000628061A5048046413 @default.
- W3000628061 hasAuthorship W3000628061A5060291357 @default.
- W3000628061 hasConcept C104779481 @default.
- W3000628061 hasConcept C121332964 @default.
- W3000628061 hasConcept C125450124 @default.
- W3000628061 hasConcept C127413603 @default.
- W3000628061 hasConcept C135402231 @default.
- W3000628061 hasConcept C149912024 @default.
- W3000628061 hasConcept C159985019 @default.
- W3000628061 hasConcept C192562407 @default.
- W3000628061 hasConcept C2776096238 @default.
- W3000628061 hasConcept C2776512210 @default.
- W3000628061 hasConcept C2779372316 @default.
- W3000628061 hasConcept C64355373 @default.
- W3000628061 hasConcept C66938386 @default.
- W3000628061 hasConcept C97355855 @default.
- W3000628061 hasConceptScore W3000628061C104779481 @default.
- W3000628061 hasConceptScore W3000628061C121332964 @default.
- W3000628061 hasConceptScore W3000628061C125450124 @default.
- W3000628061 hasConceptScore W3000628061C127413603 @default.
- W3000628061 hasConceptScore W3000628061C135402231 @default.
- W3000628061 hasConceptScore W3000628061C149912024 @default.
- W3000628061 hasConceptScore W3000628061C159985019 @default.
- W3000628061 hasConceptScore W3000628061C192562407 @default.
- W3000628061 hasConceptScore W3000628061C2776096238 @default.
- W3000628061 hasConceptScore W3000628061C2776512210 @default.
- W3000628061 hasConceptScore W3000628061C2779372316 @default.
- W3000628061 hasConceptScore W3000628061C64355373 @default.
- W3000628061 hasConceptScore W3000628061C66938386 @default.
- W3000628061 hasConceptScore W3000628061C97355855 @default.
- W3000628061 hasFunder F4320321001 @default.
- W3000628061 hasFunder F4320322725 @default.
- W3000628061 hasFunder F4320323284 @default.
- W3000628061 hasFunder F4320335777 @default.
- W3000628061 hasLocation W30006280611 @default.
- W3000628061 hasOpenAccess W3000628061 @default.
- W3000628061 hasPrimaryLocation W30006280611 @default.
- W3000628061 hasRelatedWork W2005496670 @default.
- W3000628061 hasRelatedWork W2379426669 @default.
- W3000628061 hasRelatedWork W2778776137 @default.
- W3000628061 hasRelatedWork W2990493912 @default.
- W3000628061 hasRelatedWork W3045632622 @default.
- W3000628061 hasRelatedWork W3048672776 @default.
- W3000628061 hasRelatedWork W3110527080 @default.
- W3000628061 hasRelatedWork W3133948365 @default.
- W3000628061 hasRelatedWork W4284885797 @default.
- W3000628061 hasRelatedWork W4307059188 @default.
- W3000628061 hasVolume "29" @default.
- W3000628061 isParatext "false" @default.
- W3000628061 isRetracted "false" @default.
- W3000628061 magId "3000628061" @default.
- W3000628061 workType "article" @default.