FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2911897223> ?p ?o ?g. }

• W2911897223 endingPage "257" @default.
• W2911897223 startingPage "241" @default.
• W2911897223 abstract "Different fiber-reinforced concrete (FRC) has been widely used in the recent decades, which can improve the mechanical behavior and dynamic performance of reinforced concrete (RC) columns remarkably. This paper aims to compare the seismic behavior of columns constructed with different FRC material, namely steel fibers reinforced concrete (SFRC), polypropylene fibers reinforced concrete (PFRC) and steel-polypropylene hybrid fiber reinforced concrete (HySPFRC). 3-D nonlinear finite element models have been built to represent the seismic behavior of different FRC columns, which are calibrated with the available experimental results of quasi-static tests. The seismic capacity of bridge columns with different FRC material are assessed based on four flexural damage states through the nonlinear static pushover analysis, such as a) yielding of longitudinal steels; b) core concrete crushing; c) buckling and d) fracture of longitudinal of steels. Incremental dynamic analyses (IDA) are conducted using the selected suite of 20 near-fault as-recorded ground motions to evaluate the inelastic seismic responses of different bridge columns. IDA curves are generated based on the intensity measure, namely peak ground acceleration (PGA) in this paper and seismic demands (i.e. maximum drift, residual drift, displacement ductility and curvature ductility) through nonlinear dynamic time-history analysis. It can be concluded from the IDA results that the SFRC, PFRC and HySPFRC are all effective to enhance the seismic performance, thus reducing the anticipated damage of the bridge columns. Moreover, SFRC and HySPFRC are more effective to improve the seismic capacity of bridge columns for the slight and moderate damage states, while PFRC and HySPFRC are more effective at the extensive and complete damage states." @default.
• W2911897223 created "2019-02-21" @default.
• W2911897223 creator A5037988510 @default.
• W2911897223 creator A5059279258 @default.
• W2911897223 creator A5064246785 @default.
• W2911897223 creator A5082333007 @default.
• W2911897223 date "2019-04-01" @default.
• W2911897223 modified "2023-10-17" @default.
• W2911897223 title "Seismic performance assessment of different fibers reinforced concrete columns using incremental dynamic analysis" @default.
• W2911897223 cites W1964297396 @default.
• W2911897223 cites W1965191065 @default.
• W2911897223 cites W1965495367 @default.
• W2911897223 cites W1985924293 @default.
• W2911897223 cites W1989336968 @default.
• W2911897223 cites W1990507427 @default.
• W2911897223 cites W2008044509 @default.
• W2911897223 cites W2010922004 @default.
• W2911897223 cites W2013556221 @default.
• W2911897223 cites W2016662252 @default.
• W2911897223 cites W2016890689 @default.
• W2911897223 cites W2029243036 @default.
• W2911897223 cites W2033655419 @default.
• W2911897223 cites W2040412448 @default.
• W2911897223 cites W2042762031 @default.
• W2911897223 cites W2047848771 @default.
• W2911897223 cites W2049571210 @default.
• W2911897223 cites W2053099270 @default.
• W2911897223 cites W2055165466 @default.
• W2911897223 cites W2058810155 @default.
• W2911897223 cites W2070238662 @default.
• W2911897223 cites W2070738260 @default.
• W2911897223 cites W2077392204 @default.
• W2911897223 cites W2078140981 @default.
• W2911897223 cites W2079056950 @default.
• W2911897223 cites W2082179468 @default.
• W2911897223 cites W2087993201 @default.
• W2911897223 cites W2096931670 @default.
• W2911897223 cites W2136744612 @default.
• W2911897223 cites W2144701192 @default.
• W2911897223 cites W2167437424 @default.
• W2911897223 cites W22019932 @default.
• W2911897223 cites W2313020296 @default.
• W2911897223 cites W2342592813 @default.
• W2911897223 cites W2739614375 @default.
• W2911897223 doi "https://doi.org/10.1016/j.conbuildmat.2019.01.087" @default.
• W2911897223 hasPublicationYear "2019" @default.
• W2911897223 type Work @default.
• W2911897223 sameAs 2911897223 @default.
• W2911897223 citedByCount "22" @default.
• W2911897223 countsByYear W29118972232020 @default.
• W2911897223 countsByYear W29118972232021 @default.
• W2911897223 countsByYear W29118972232022 @default.
• W2911897223 countsByYear W29118972232023 @default.
• W2911897223 crossrefType "journal-article" @default.
• W2911897223 hasAuthorship W2911897223A5037988510 @default.
• W2911897223 hasAuthorship W2911897223A5059279258 @default.
• W2911897223 hasAuthorship W2911897223A5064246785 @default.
• W2911897223 hasAuthorship W2911897223A5082333007 @default.
• W2911897223 hasConcept C107551265 @default.
• W2911897223 hasConcept C127413603 @default.
• W2911897223 hasConcept C149912024 @default.
• W2911897223 hasConcept C15744967 @default.
• W2911897223 hasConcept C159985019 @default.
• W2911897223 hasConcept C168834538 @default.
• W2911897223 hasConcept C178405089 @default.
• W2911897223 hasConcept C182358397 @default.
• W2911897223 hasConcept C192562407 @default.
• W2911897223 hasConcept C195065555 @default.
• W2911897223 hasConcept C2524010 @default.
• W2911897223 hasConcept C2776512210 @default.
• W2911897223 hasConcept C2779016933 @default.
• W2911897223 hasConcept C2988805333 @default.
• W2911897223 hasConcept C33923547 @default.
• W2911897223 hasConcept C542102704 @default.
• W2911897223 hasConcept C66938386 @default.
• W2911897223 hasConceptScore W2911897223C107551265 @default.
• W2911897223 hasConceptScore W2911897223C127413603 @default.
• W2911897223 hasConceptScore W2911897223C149912024 @default.
• W2911897223 hasConceptScore W2911897223C15744967 @default.
• W2911897223 hasConceptScore W2911897223C159985019 @default.
• W2911897223 hasConceptScore W2911897223C168834538 @default.
• W2911897223 hasConceptScore W2911897223C178405089 @default.
• W2911897223 hasConceptScore W2911897223C182358397 @default.
• W2911897223 hasConceptScore W2911897223C192562407 @default.
• W2911897223 hasConceptScore W2911897223C195065555 @default.
• W2911897223 hasConceptScore W2911897223C2524010 @default.
• W2911897223 hasConceptScore W2911897223C2776512210 @default.
• W2911897223 hasConceptScore W2911897223C2779016933 @default.
• W2911897223 hasConceptScore W2911897223C2988805333 @default.
• W2911897223 hasConceptScore W2911897223C33923547 @default.
• W2911897223 hasConceptScore W2911897223C542102704 @default.
• W2911897223 hasConceptScore W2911897223C66938386 @default.
• W2911897223 hasFunder F4320321001 @default.
• W2911897223 hasFunder F4320321543 @default.
• W2911897223 hasLocation W29118972231 @default.
• W2911897223 hasOpenAccess W2911897223 @default.
• W2911897223 hasPrimaryLocation W29118972231 @default.
• W2911897223 hasRelatedWork W1985583120 @default.

• next