Matches in SemOpenAlex for { <https://semopenalex.org/work/W3016797988> ?p ?o ?g. }
Showing items 1 to 97 of
97
with 100 items per page.
- W3016797988 endingPage "110600" @default.
- W3016797988 startingPage "110600" @default.
- W3016797988 abstract "• The cyclic behavior of high-strength concrete shear walls with high-strength steel bars was investigated. • Concrete with C80 grade and steel bars with HRB600 grade could match well. • Adding steel plate at the bottom of wall improve cyclic and self-centering properties. • A restoring force model for the shear wall was proposed. To study the cyclic behavior of high-strength concrete shear wall with high-strength steel bars, five shear wall specimens with a shear-to-span ratio of 2.2 were fabricated and tested subjected to constant axial load and horizontal cyclic load. The effects of the axial force ratio, the strength of distributing steel bars, the presence or absence of steel fibers, and the properties with or without wrapped steel plates on the hysteretic behavior of shear walls were analyzed. The results show that the combination of concrete with C80 grade and steel bars with HRB600 grade was a reasonable strength matching way. Increasing the strength of distributing steel bars in the wall delayed the development of cracks and reduced the residual deformation. The addition of steel fibers reduced the crack widths and improved the elastic-plastic deformation capacity. Moreover, adding wrapped steel plate at the bottom of wall effectively improved the bearing capacity, deformation capacity, and reparability of the shear wall. Finally, a restoring force model established on the basis of experiment and theoretical analysis agreed well with the test hysteresis curves." @default.
- W3016797988 created "2020-04-24" @default.
- W3016797988 creator A5006247366 @default.
- W3016797988 creator A5045727210 @default.
- W3016797988 creator A5089968146 @default.
- W3016797988 date "2020-07-01" @default.
- W3016797988 modified "2023-10-16" @default.
- W3016797988 title "Hysteretic behavior of high-strength concrete shear walls with high-strength steel bars: Experimental study and modelling" @default.
- W3016797988 cites W1656714824 @default.
- W3016797988 cites W1972078388 @default.
- W3016797988 cites W1992485966 @default.
- W3016797988 cites W2001374938 @default.
- W3016797988 cites W2025016155 @default.
- W3016797988 cites W2036433437 @default.
- W3016797988 cites W2064272276 @default.
- W3016797988 cites W2065515434 @default.
- W3016797988 cites W2073744743 @default.
- W3016797988 cites W2119559564 @default.
- W3016797988 cites W2156320181 @default.
- W3016797988 cites W2157350162 @default.
- W3016797988 cites W2171815957 @default.
- W3016797988 cites W2186974669 @default.
- W3016797988 cites W2252665753 @default.
- W3016797988 cites W2548643827 @default.
- W3016797988 cites W2594954483 @default.
- W3016797988 cites W2612201857 @default.
- W3016797988 cites W2746280850 @default.
- W3016797988 cites W2755454065 @default.
- W3016797988 cites W2780691926 @default.
- W3016797988 cites W2802581651 @default.
- W3016797988 cites W2806587640 @default.
- W3016797988 cites W2809192612 @default.
- W3016797988 cites W2888806910 @default.
- W3016797988 cites W2905051349 @default.
- W3016797988 cites W2909275310 @default.
- W3016797988 cites W2909926462 @default.
- W3016797988 cites W2927407118 @default.
- W3016797988 cites W2965800450 @default.
- W3016797988 cites W2967932541 @default.
- W3016797988 cites W2978317469 @default.
- W3016797988 doi "https://doi.org/10.1016/j.engstruct.2020.110600" @default.
- W3016797988 hasPublicationYear "2020" @default.
- W3016797988 type Work @default.
- W3016797988 sameAs 3016797988 @default.
- W3016797988 citedByCount "27" @default.
- W3016797988 countsByYear W30167979882020 @default.
- W3016797988 countsByYear W30167979882021 @default.
- W3016797988 countsByYear W30167979882022 @default.
- W3016797988 countsByYear W30167979882023 @default.
- W3016797988 crossrefType "journal-article" @default.
- W3016797988 hasAuthorship W3016797988A5006247366 @default.
- W3016797988 hasAuthorship W3016797988A5045727210 @default.
- W3016797988 hasAuthorship W3016797988A5089968146 @default.
- W3016797988 hasConcept C121332964 @default.
- W3016797988 hasConcept C123299182 @default.
- W3016797988 hasConcept C127413603 @default.
- W3016797988 hasConcept C135677250 @default.
- W3016797988 hasConcept C159985019 @default.
- W3016797988 hasConcept C170901245 @default.
- W3016797988 hasConcept C192562407 @default.
- W3016797988 hasConcept C204366326 @default.
- W3016797988 hasConcept C2992092164 @default.
- W3016797988 hasConcept C62520636 @default.
- W3016797988 hasConcept C66938386 @default.
- W3016797988 hasConcept C96035792 @default.
- W3016797988 hasConceptScore W3016797988C121332964 @default.
- W3016797988 hasConceptScore W3016797988C123299182 @default.
- W3016797988 hasConceptScore W3016797988C127413603 @default.
- W3016797988 hasConceptScore W3016797988C135677250 @default.
- W3016797988 hasConceptScore W3016797988C159985019 @default.
- W3016797988 hasConceptScore W3016797988C170901245 @default.
- W3016797988 hasConceptScore W3016797988C192562407 @default.
- W3016797988 hasConceptScore W3016797988C204366326 @default.
- W3016797988 hasConceptScore W3016797988C2992092164 @default.
- W3016797988 hasConceptScore W3016797988C62520636 @default.
- W3016797988 hasConceptScore W3016797988C66938386 @default.
- W3016797988 hasConceptScore W3016797988C96035792 @default.
- W3016797988 hasLocation W30167979881 @default.
- W3016797988 hasOpenAccess W3016797988 @default.
- W3016797988 hasPrimaryLocation W30167979881 @default.
- W3016797988 hasRelatedWork W2103905089 @default.
- W3016797988 hasRelatedWork W2281145519 @default.
- W3016797988 hasRelatedWork W2348997146 @default.
- W3016797988 hasRelatedWork W2356229495 @default.
- W3016797988 hasRelatedWork W2375129913 @default.
- W3016797988 hasRelatedWork W2383303859 @default.
- W3016797988 hasRelatedWork W2790944881 @default.
- W3016797988 hasRelatedWork W2922868644 @default.
- W3016797988 hasRelatedWork W2999684959 @default.
- W3016797988 hasRelatedWork W4232821822 @default.
- W3016797988 hasVolume "214" @default.
- W3016797988 isParatext "false" @default.
- W3016797988 isRetracted "false" @default.
- W3016797988 magId "3016797988" @default.
- W3016797988 workType "article" @default.