Matches in SemOpenAlex for { <https://semopenalex.org/work/W573632045> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W573632045 abstract "Fiber reinforced polymer (FRP) reinforcement, in the form of longitudinal bars and transverse grids is currently being developed for use in new building and bridge structures. However, FRP reinforcement shows linear stress-strain characteristics up to failure, without any ductility. Experimental research is currently conducted at the Structures Laboratory of the University of Ottawa to investigate the seismic performance of FRP reinforced concrete structural elements. Large scale columns and beams are being tested under simulated seismic loading. The results of selected tests are summarized in this paper, with the assessment of their significance from seismic performance perspective. Specimens representing part of a first storey building column between a footing and the point of inflection; and the portion of a beam between a column and the point of inflection, were tested under lateral deformation reversals. The members were reinforced with carbon FRP bars in the longitudinal direction, and carbon FRP grids in the transverse direction. Both the columns and the beams sustained a minimum of 2% to 3% lateral drift ratios, meeting seismic drift limitations of most building codes. Test results indicate that FRP reinforced concrete elements exhibit reduced stiffness and softened response, when compared with conventional steel reinforced concrete elements, because of the lower elastic modulus of FRP bars. This may suggest reduced spectral values associated with longer vibration periods, as well as increased deformability, resulting in seismic resistant structures for which elastic design approach with sufficient deformability may be appropriate." @default.
- W573632045 created "2016-06-24" @default.
- W573632045 creator A5017695971 @default.
- W573632045 creator A5066438729 @default.
- W573632045 date "2005-01-01" @default.
- W573632045 modified "2023-09-27" @default.
- W573632045 title "Design of FRP Reinforced Concrete Structures for Seismic Effects" @default.
- W573632045 hasPublicationYear "2005" @default.
- W573632045 type Work @default.
- W573632045 sameAs 573632045 @default.
- W573632045 citedByCount "0" @default.
- W573632045 crossrefType "journal-article" @default.
- W573632045 hasAuthorship W573632045A5017695971 @default.
- W573632045 hasAuthorship W573632045A5066438729 @default.
- W573632045 hasConcept C127313418 @default.
- W573632045 hasConcept C127413603 @default.
- W573632045 hasConcept C149912024 @default.
- W573632045 hasConcept C159985019 @default.
- W573632045 hasConcept C182358397 @default.
- W573632045 hasConcept C187320778 @default.
- W573632045 hasConcept C192562407 @default.
- W573632045 hasConcept C204366326 @default.
- W573632045 hasConcept C2776512210 @default.
- W573632045 hasConcept C2779372316 @default.
- W573632045 hasConcept C66938386 @default.
- W573632045 hasConcept C67203356 @default.
- W573632045 hasConcept C76344452 @default.
- W573632045 hasConceptScore W573632045C127313418 @default.
- W573632045 hasConceptScore W573632045C127413603 @default.
- W573632045 hasConceptScore W573632045C149912024 @default.
- W573632045 hasConceptScore W573632045C159985019 @default.
- W573632045 hasConceptScore W573632045C182358397 @default.
- W573632045 hasConceptScore W573632045C187320778 @default.
- W573632045 hasConceptScore W573632045C192562407 @default.
- W573632045 hasConceptScore W573632045C204366326 @default.
- W573632045 hasConceptScore W573632045C2776512210 @default.
- W573632045 hasConceptScore W573632045C2779372316 @default.
- W573632045 hasConceptScore W573632045C66938386 @default.
- W573632045 hasConceptScore W573632045C67203356 @default.
- W573632045 hasConceptScore W573632045C76344452 @default.
- W573632045 hasLocation W5736320451 @default.
- W573632045 hasOpenAccess W573632045 @default.
- W573632045 hasPrimaryLocation W5736320451 @default.
- W573632045 hasRelatedWork W1556258545 @default.
- W573632045 hasRelatedWork W1978557601 @default.
- W573632045 hasRelatedWork W2016186154 @default.
- W573632045 hasRelatedWork W2016973801 @default.
- W573632045 hasRelatedWork W2050071579 @default.
- W573632045 hasRelatedWork W2066636901 @default.
- W573632045 hasRelatedWork W2165090670 @default.
- W573632045 hasRelatedWork W2166926734 @default.
- W573632045 hasRelatedWork W2366599216 @default.
- W573632045 hasRelatedWork W2393091506 @default.
- W573632045 hasRelatedWork W2484326443 @default.
- W573632045 hasRelatedWork W2559977851 @default.
- W573632045 hasRelatedWork W2905178864 @default.
- W573632045 hasRelatedWork W2940834471 @default.
- W573632045 hasRelatedWork W2976314352 @default.
- W573632045 hasRelatedWork W328338550 @default.
- W573632045 hasRelatedWork W572159677 @default.
- W573632045 hasRelatedWork W581287867 @default.
- W573632045 hasRelatedWork W589698760 @default.
- W573632045 hasRelatedWork W627421944 @default.
- W573632045 isParatext "false" @default.
- W573632045 isRetracted "false" @default.
- W573632045 magId "573632045" @default.
- W573632045 workType "article" @default.