FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3173378097> ?p ?o ?g. }

• W3173378097 endingPage "112723" @default.
• W3173378097 startingPage "112723" @default.
• W3173378097 abstract "The effectiveness of retrofitting reinforced concrete (RC) columns with steel tubes and sandwiched concrete has been confirmed through numerous studies. However, it is necessary to establish a strengthening design method that focuses on cost minimization to ensure the widespread application of the strengthening technology. Therefore, this paper presents an optimisation design study on circular RC column strengthened with square steel tubes and sandwiched concrete (SSTSC) jackets. Experimental investigations were firstly conducted to determine the constraints needed in the optimisation design model, including the width-to-thickness ratio, minimum width of the steel tube, confinement ratio and slenderness ratio. A formula was then proposed to predict the ultimate capacities of the strengthened specimens. Finally, based on optimisation theory of the complex-shape method, an optimal design program was developed in MATLAB. The cost of the rehabilitation scheme was taken as the objective function, while the load-bearing capacity and other related requirements served as the constraint functions. The cost of the optimised specimens was reduced by 17.72% on average, verifying the effectiveness of the model. This investigation focused primarily the cost-efficiency of schemes for retrofitting circular RC columns with SSTSC jackets. The results of this study indicate that the cost of the strengthening process can be reduced, and is expected to promote the widespread application of the strengthening technology. Furthermore, the basic principle and the development process of the model can be used as a reference for the optimal design of other types of strengthening methods." @default.
• W3173378097 created "2021-07-05" @default.
• W3173378097 creator A5013998445 @default.
• W3173378097 creator A5024142484 @default.
• W3173378097 creator A5043667109 @default.
• W3173378097 creator A5045039833 @default.
• W3173378097 creator A5061749244 @default.
• W3173378097 date "2021-10-01" @default.
• W3173378097 modified "2023-10-14" @default.
• W3173378097 title "Optimal design of reinforced concrete columns strengthened with square steel tubes and sandwiched concrete" @default.
• W3173378097 cites W1963702726 @default.
• W3173378097 cites W1969436354 @default.
• W3173378097 cites W1976142012 @default.
• W3173378097 cites W1978394770 @default.
• W3173378097 cites W1986704270 @default.
• W3173378097 cites W2009097298 @default.
• W3173378097 cites W2010898289 @default.
• W3173378097 cites W2022050517 @default.
• W3173378097 cites W2033984997 @default.
• W3173378097 cites W2039668122 @default.
• W3173378097 cites W2039872455 @default.
• W3173378097 cites W2050894931 @default.
• W3173378097 cites W2053410729 @default.
• W3173378097 cites W2054497759 @default.
• W3173378097 cites W2055200116 @default.
• W3173378097 cites W2058113396 @default.
• W3173378097 cites W2077727529 @default.
• W3173378097 cites W2078719570 @default.
• W3173378097 cites W2079921761 @default.
• W3173378097 cites W2105853072 @default.
• W3173378097 cites W2117359909 @default.
• W3173378097 cites W2153233762 @default.
• W3173378097 cites W2154030135 @default.
• W3173378097 cites W2193742858 @default.
• W3173378097 cites W2519088133 @default.
• W3173378097 cites W2569544436 @default.
• W3173378097 cites W2756168087 @default.
• W3173378097 cites W2759103651 @default.
• W3173378097 cites W2785697734 @default.
• W3173378097 cites W2788488960 @default.
• W3173378097 cites W2799921980 @default.
• W3173378097 cites W2899937239 @default.
• W3173378097 cites W2901716138 @default.
• W3173378097 cites W2996923026 @default.
• W3173378097 cites W3007894517 @default.
• W3173378097 cites W3010316765 @default.
• W3173378097 cites W3012567770 @default.
• W3173378097 cites W3019001272 @default.
• W3173378097 cites W3043055864 @default.
• W3173378097 cites W3046076509 @default.
• W3173378097 cites W3091975127 @default.
• W3173378097 cites W610594354 @default.
• W3173378097 cites W802508313 @default.
• W3173378097 cites W937847738 @default.
• W3173378097 doi "https://doi.org/10.1016/j.engstruct.2021.112723" @default.
• W3173378097 hasPublicationYear "2021" @default.
• W3173378097 type Work @default.
• W3173378097 sameAs 3173378097 @default.
• W3173378097 citedByCount "6" @default.
• W3173378097 countsByYear W31733780972022 @default.
• W3173378097 countsByYear W31733780972023 @default.
• W3173378097 crossrefType "journal-article" @default.
• W3173378097 hasAuthorship W3173378097A5013998445 @default.
• W3173378097 hasAuthorship W3173378097A5024142484 @default.
• W3173378097 hasAuthorship W3173378097A5043667109 @default.
• W3173378097 hasAuthorship W3173378097A5045039833 @default.
• W3173378097 hasAuthorship W3173378097A5061749244 @default.
• W3173378097 hasConcept C111919701 @default.
• W3173378097 hasConcept C119857082 @default.
• W3173378097 hasConcept C127413603 @default.
• W3173378097 hasConcept C13355873 @default.
• W3173378097 hasConcept C135677250 @default.
• W3173378097 hasConcept C135692309 @default.
• W3173378097 hasConcept C147764199 @default.
• W3173378097 hasConcept C186394612 @default.
• W3173378097 hasConcept C192562407 @default.
• W3173378097 hasConcept C199360897 @default.
• W3173378097 hasConcept C2524010 @default.
• W3173378097 hasConcept C2776036281 @default.
• W3173378097 hasConcept C2778368411 @default.
• W3173378097 hasConcept C2780365114 @default.
• W3173378097 hasConcept C2780551164 @default.
• W3173378097 hasConcept C33923547 @default.
• W3173378097 hasConcept C34972735 @default.
• W3173378097 hasConcept C41008148 @default.
• W3173378097 hasConcept C66938386 @default.
• W3173378097 hasConcept C78519656 @default.
• W3173378097 hasConcept C85476182 @default.
• W3173378097 hasConceptScore W3173378097C111919701 @default.
• W3173378097 hasConceptScore W3173378097C119857082 @default.
• W3173378097 hasConceptScore W3173378097C127413603 @default.
• W3173378097 hasConceptScore W3173378097C13355873 @default.
• W3173378097 hasConceptScore W3173378097C135677250 @default.
• W3173378097 hasConceptScore W3173378097C135692309 @default.
• W3173378097 hasConceptScore W3173378097C147764199 @default.
• W3173378097 hasConceptScore W3173378097C186394612 @default.
• W3173378097 hasConceptScore W3173378097C192562407 @default.
• W3173378097 hasConceptScore W3173378097C199360897 @default.

• next