Matches in SemOpenAlex for { <https://semopenalex.org/work/W3022366966> ?p ?o ?g. }
Showing items 1 to 76 of
76
with 100 items per page.
- W3022366966 endingPage "110623" @default.
- W3022366966 startingPage "110623" @default.
- W3022366966 abstract "In this study, optimal design axial stiffness of piles of the piled-raft in a vertical extension remodelled building will be estimated through theoretical and numerical approach. The range of the axial stiffness of existing piles (Kve) were displayed and the upper limit of the deteriorated existing piles were proposed by using the formula by Randolph and Wroth (1978), along with 38 cases of field data. In addition, the required axial stiffness of reinforcing piles (Kvr) in vertical extended building will be estimated based on the proposed axial stiffness of existing piles, and through computer-based method, PLAXIS 3D and Yonsei Piled-Raft (YSPR). After the validation of both numerical models used in this study, the calculation was first carried out to estimate the reference axial stiffness by using PLAXIS 3D. After the evaluation of the reference value, the required axial stiffness of reinforcing pile to rehabilitate the structural stability will be estimated by substituting the existing piles with axial stiffness of deteriorated existing piles using YSPR. The required axial stiffness of reinforcing pile will be displayed by three different slenderness ratio (L/D) and two different end-bearing condition. As a result, it was found that the axial stiffness of end-bearing reinforcing pile requires significant degree of increase to compensate with the deterioration of existing piles of the vertical extension remodelling." @default.
- W3022366966 created "2020-05-13" @default.
- W3022366966 creator A5045796051 @default.
- W3022366966 creator A5075719673 @default.
- W3022366966 date "2020-07-01" @default.
- W3022366966 modified "2023-09-25" @default.
- W3022366966 title "Estimation of design axial stiffness of reinforcing piles in vertical extension remodelling process using numerical computation" @default.
- W3022366966 cites W1972299107 @default.
- W3022366966 cites W2035842046 @default.
- W3022366966 cites W2130545924 @default.
- W3022366966 cites W2563498084 @default.
- W3022366966 cites W2791453339 @default.
- W3022366966 cites W2897584753 @default.
- W3022366966 cites W2976558768 @default.
- W3022366966 cites W3024275302 @default.
- W3022366966 cites W4255667292 @default.
- W3022366966 doi "https://doi.org/10.1016/j.engstruct.2020.110623" @default.
- W3022366966 hasPublicationYear "2020" @default.
- W3022366966 type Work @default.
- W3022366966 sameAs 3022366966 @default.
- W3022366966 citedByCount "2" @default.
- W3022366966 countsByYear W30223669662021 @default.
- W3022366966 countsByYear W30223669662023 @default.
- W3022366966 crossrefType "journal-article" @default.
- W3022366966 hasAuthorship W3022366966A5045796051 @default.
- W3022366966 hasAuthorship W3022366966A5075719673 @default.
- W3022366966 hasConcept C11413529 @default.
- W3022366966 hasConcept C119560385 @default.
- W3022366966 hasConcept C127413603 @default.
- W3022366966 hasConcept C14198674 @default.
- W3022366966 hasConcept C154945302 @default.
- W3022366966 hasConcept C187320778 @default.
- W3022366966 hasConcept C199978012 @default.
- W3022366966 hasConcept C2779372316 @default.
- W3022366966 hasConcept C2779722621 @default.
- W3022366966 hasConcept C33923547 @default.
- W3022366966 hasConcept C41008148 @default.
- W3022366966 hasConcept C45374587 @default.
- W3022366966 hasConcept C6213913 @default.
- W3022366966 hasConcept C66938386 @default.
- W3022366966 hasConceptScore W3022366966C11413529 @default.
- W3022366966 hasConceptScore W3022366966C119560385 @default.
- W3022366966 hasConceptScore W3022366966C127413603 @default.
- W3022366966 hasConceptScore W3022366966C14198674 @default.
- W3022366966 hasConceptScore W3022366966C154945302 @default.
- W3022366966 hasConceptScore W3022366966C187320778 @default.
- W3022366966 hasConceptScore W3022366966C199978012 @default.
- W3022366966 hasConceptScore W3022366966C2779372316 @default.
- W3022366966 hasConceptScore W3022366966C2779722621 @default.
- W3022366966 hasConceptScore W3022366966C33923547 @default.
- W3022366966 hasConceptScore W3022366966C41008148 @default.
- W3022366966 hasConceptScore W3022366966C45374587 @default.
- W3022366966 hasConceptScore W3022366966C6213913 @default.
- W3022366966 hasConceptScore W3022366966C66938386 @default.
- W3022366966 hasFunder F4320322010 @default.
- W3022366966 hasFunder F4320322120 @default.
- W3022366966 hasLocation W30223669661 @default.
- W3022366966 hasOpenAccess W3022366966 @default.
- W3022366966 hasPrimaryLocation W30223669661 @default.
- W3022366966 hasRelatedWork W195300359 @default.
- W3022366966 hasRelatedWork W2359379860 @default.
- W3022366966 hasRelatedWork W2374709374 @default.
- W3022366966 hasRelatedWork W2376562105 @default.
- W3022366966 hasRelatedWork W2384304427 @default.
- W3022366966 hasRelatedWork W2391260642 @default.
- W3022366966 hasRelatedWork W2591512946 @default.
- W3022366966 hasRelatedWork W2978360085 @default.
- W3022366966 hasRelatedWork W3037590030 @default.
- W3022366966 hasRelatedWork W1789896219 @default.
- W3022366966 hasVolume "214" @default.
- W3022366966 isParatext "false" @default.
- W3022366966 isRetracted "false" @default.
- W3022366966 magId "3022366966" @default.
- W3022366966 workType "article" @default.