Matches in SemOpenAlex for { <https://semopenalex.org/work/W2512015443> ?p ?o ?g. }
Showing items 1 to 81 of
81
with 100 items per page.
- W2512015443 endingPage "19" @default.
- W2512015443 startingPage "12" @default.
- W2512015443 abstract "Experimental and numerical investigations on three large diameter concrete-filled high strength steel tubular (CFHSST) stub columns under axial compression were performed. The three large size steel tubes had the same dimension in the test. The outer diameter was approximately 550 mm, the length was approximately 1000 mm, and the thickness was approximately 16 mm. The steel tubes were made of high strength steel Q550 and filled with C30 concrete. A 40,000 kN press machine was adopted to apply the required axial compression to the three specimens. It was found that the load-displacement curves of the three concrete-filled high strength circular steel tubular stub columns were notably close to each other, and the ultimate capacities were approximately 30,000 kN. Finite element analysis (FEA) was performed to analyze the stub columns, and the FEA results are consistent with the experimental results. The formulas from three types of design codes were used to calculate the column loading capacity, and the calculation results were compared with the experimental results. The results were close to the experimental results. The EC4 design code gives the most accurate estimations, with discrepancy less than 4% being observed." @default.
- W2512015443 created "2016-09-16" @default.
- W2512015443 creator A5005565166 @default.
- W2512015443 creator A5007308090 @default.
- W2512015443 creator A5016153485 @default.
- W2512015443 creator A5026978530 @default.
- W2512015443 creator A5031292351 @default.
- W2512015443 creator A5039697123 @default.
- W2512015443 creator A5067352257 @default.
- W2512015443 creator A5072573025 @default.
- W2512015443 creator A5080820559 @default.
- W2512015443 date "2016-11-01" @default.
- W2512015443 modified "2023-10-14" @default.
- W2512015443 title "Large diameter concrete-filled high strength steel tubular stub columns under compression" @default.
- W2512015443 cites W1873988466 @default.
- W2512015443 cites W1969760883 @default.
- W2512015443 cites W1970142818 @default.
- W2512015443 cites W1992565913 @default.
- W2512015443 cites W2012807918 @default.
- W2512015443 cites W2039428341 @default.
- W2512015443 cites W2088818123 @default.
- W2512015443 cites W2090828353 @default.
- W2512015443 cites W2099255599 @default.
- W2512015443 cites W2159938316 @default.
- W2512015443 cites W2159949253 @default.
- W2512015443 cites W2282973526 @default.
- W2512015443 cites W59181681 @default.
- W2512015443 doi "https://doi.org/10.1016/j.tws.2016.08.004" @default.
- W2512015443 hasPublicationYear "2016" @default.
- W2512015443 type Work @default.
- W2512015443 sameAs 2512015443 @default.
- W2512015443 citedByCount "43" @default.
- W2512015443 countsByYear W25120154432017 @default.
- W2512015443 countsByYear W25120154432018 @default.
- W2512015443 countsByYear W25120154432019 @default.
- W2512015443 countsByYear W25120154432020 @default.
- W2512015443 countsByYear W25120154432021 @default.
- W2512015443 countsByYear W25120154432022 @default.
- W2512015443 countsByYear W25120154432023 @default.
- W2512015443 crossrefType "journal-article" @default.
- W2512015443 hasAuthorship W2512015443A5005565166 @default.
- W2512015443 hasAuthorship W2512015443A5007308090 @default.
- W2512015443 hasAuthorship W2512015443A5016153485 @default.
- W2512015443 hasAuthorship W2512015443A5026978530 @default.
- W2512015443 hasAuthorship W2512015443A5031292351 @default.
- W2512015443 hasAuthorship W2512015443A5039697123 @default.
- W2512015443 hasAuthorship W2512015443A5067352257 @default.
- W2512015443 hasAuthorship W2512015443A5072573025 @default.
- W2512015443 hasAuthorship W2512015443A5080820559 @default.
- W2512015443 hasConcept C127413603 @default.
- W2512015443 hasConcept C135628077 @default.
- W2512015443 hasConcept C159985019 @default.
- W2512015443 hasConcept C192562407 @default.
- W2512015443 hasConcept C63676506 @default.
- W2512015443 hasConcept C66938386 @default.
- W2512015443 hasConceptScore W2512015443C127413603 @default.
- W2512015443 hasConceptScore W2512015443C135628077 @default.
- W2512015443 hasConceptScore W2512015443C159985019 @default.
- W2512015443 hasConceptScore W2512015443C192562407 @default.
- W2512015443 hasConceptScore W2512015443C63676506 @default.
- W2512015443 hasConceptScore W2512015443C66938386 @default.
- W2512015443 hasLocation W25120154431 @default.
- W2512015443 hasOpenAccess W2512015443 @default.
- W2512015443 hasPrimaryLocation W25120154431 @default.
- W2512015443 hasRelatedWork W122717349 @default.
- W2512015443 hasRelatedWork W2009690834 @default.
- W2512015443 hasRelatedWork W2034190947 @default.
- W2512015443 hasRelatedWork W2083018210 @default.
- W2512015443 hasRelatedWork W2737498735 @default.
- W2512015443 hasRelatedWork W2744391499 @default.
- W2512015443 hasRelatedWork W2898370298 @default.
- W2512015443 hasRelatedWork W2899084033 @default.
- W2512015443 hasRelatedWork W3120461830 @default.
- W2512015443 hasRelatedWork W4292492973 @default.
- W2512015443 hasVolume "108" @default.
- W2512015443 isParatext "false" @default.
- W2512015443 isRetracted "false" @default.
- W2512015443 magId "2512015443" @default.
- W2512015443 workType "article" @default.