Matches in SemOpenAlex for { <https://semopenalex.org/work/W1906689320> ?p ?o ?g. }
Showing items 1 to 86 of
86
with 100 items per page.
- W1906689320 endingPage "103" @default.
- W1906689320 startingPage "90" @default.
- W1906689320 abstract "During the past two decades, the focus has been on the need to provide communities with structures that undergo minimal damage after an earthquake event while still being cost competitive. This has led to the development of high performance seismic resisting systems, and advances in design methodologies, in order respect this demand efficiently.
 This paper presents the experimental response of four pre-cast, post-tensioned rocking wall systems tested on the shake-table at the University of Canterbury. The wall systems were designed as a retrofit solution for an existing frame building, but are equally applicable for use in new design. Design of the wall followed a performance-based retrofit strategy in which structural limit states appropriate to both the post-tensioned wall and the existing building were considered.
 Dissipation for each of the four post-tensioned walls was provided via externally mounted devices, located in parallel to post-tensioned tendons for re-centring. This allowed the dissipation devices to be easily replaced or inspected following a major earthquake. Each wall was installed with viscous fluid dampers, tension-compression yielding steel dampers, a combination of both or no devices at all – thus relying on contact damping alone. The effectiveness of both velocity and displacement dependant dissipation are investigated for protection against far-field and velocity-pulse ground motion characteristics.
 The experimental results validate the behaviour of ‘Advanced Flag-Shape’ rocking, dissipating solutions which have been recently proposed and numerically tested. Maximum displacements and material strains were well controlled and within acceptable bounds, and residual deformations were minimal due to the re-centring contribution from the post tensioned tendons. Damage was confined to inelastic yielding (or fluid damping) of the external dampers." @default.
- W1906689320 created "2016-06-24" @default.
- W1906689320 creator A5014637480 @default.
- W1906689320 creator A5019846246 @default.
- W1906689320 creator A5036987203 @default.
- W1906689320 creator A5062667754 @default.
- W1906689320 date "2008-06-30" @default.
- W1906689320 modified "2023-10-14" @default.
- W1906689320 title "Dynamic testing of precast, post-tensioned rocking wall systems with alternative dissipating solutions" @default.
- W1906689320 cites W1648614922 @default.
- W1906689320 cites W1995692653 @default.
- W1906689320 cites W2023397996 @default.
- W1906689320 cites W2137882704 @default.
- W1906689320 cites W2326019606 @default.
- W1906689320 cites W4245682012 @default.
- W1906689320 doi "https://doi.org/10.5459/bnzsee.41.2.90-103" @default.
- W1906689320 hasPublicationYear "2008" @default.
- W1906689320 type Work @default.
- W1906689320 sameAs 1906689320 @default.
- W1906689320 citedByCount "94" @default.
- W1906689320 countsByYear W19066893202012 @default.
- W1906689320 countsByYear W19066893202013 @default.
- W1906689320 countsByYear W19066893202014 @default.
- W1906689320 countsByYear W19066893202015 @default.
- W1906689320 countsByYear W19066893202016 @default.
- W1906689320 countsByYear W19066893202017 @default.
- W1906689320 countsByYear W19066893202018 @default.
- W1906689320 countsByYear W19066893202019 @default.
- W1906689320 countsByYear W19066893202020 @default.
- W1906689320 countsByYear W19066893202021 @default.
- W1906689320 countsByYear W19066893202022 @default.
- W1906689320 countsByYear W19066893202023 @default.
- W1906689320 crossrefType "journal-article" @default.
- W1906689320 hasAuthorship W1906689320A5014637480 @default.
- W1906689320 hasAuthorship W1906689320A5019846246 @default.
- W1906689320 hasAuthorship W1906689320A5036987203 @default.
- W1906689320 hasAuthorship W1906689320A5062667754 @default.
- W1906689320 hasBestOaLocation W19066893201 @default.
- W1906689320 hasConcept C107551265 @default.
- W1906689320 hasConcept C121332964 @default.
- W1906689320 hasConcept C125450124 @default.
- W1906689320 hasConcept C127413603 @default.
- W1906689320 hasConcept C135402231 @default.
- W1906689320 hasConcept C140096630 @default.
- W1906689320 hasConcept C149007308 @default.
- W1906689320 hasConcept C15744967 @default.
- W1906689320 hasConcept C2777305511 @default.
- W1906689320 hasConcept C542102704 @default.
- W1906689320 hasConcept C66938386 @default.
- W1906689320 hasConcept C88282795 @default.
- W1906689320 hasConcept C97355855 @default.
- W1906689320 hasConceptScore W1906689320C107551265 @default.
- W1906689320 hasConceptScore W1906689320C121332964 @default.
- W1906689320 hasConceptScore W1906689320C125450124 @default.
- W1906689320 hasConceptScore W1906689320C127413603 @default.
- W1906689320 hasConceptScore W1906689320C135402231 @default.
- W1906689320 hasConceptScore W1906689320C140096630 @default.
- W1906689320 hasConceptScore W1906689320C149007308 @default.
- W1906689320 hasConceptScore W1906689320C15744967 @default.
- W1906689320 hasConceptScore W1906689320C2777305511 @default.
- W1906689320 hasConceptScore W1906689320C542102704 @default.
- W1906689320 hasConceptScore W1906689320C66938386 @default.
- W1906689320 hasConceptScore W1906689320C88282795 @default.
- W1906689320 hasConceptScore W1906689320C97355855 @default.
- W1906689320 hasIssue "2" @default.
- W1906689320 hasLocation W19066893201 @default.
- W1906689320 hasLocation W19066893202 @default.
- W1906689320 hasOpenAccess W1906689320 @default.
- W1906689320 hasPrimaryLocation W19066893201 @default.
- W1906689320 hasRelatedWork W1966898152 @default.
- W1906689320 hasRelatedWork W2002105458 @default.
- W1906689320 hasRelatedWork W2042105761 @default.
- W1906689320 hasRelatedWork W2359780463 @default.
- W1906689320 hasRelatedWork W2367399935 @default.
- W1906689320 hasRelatedWork W2370282022 @default.
- W1906689320 hasRelatedWork W2626506557 @default.
- W1906689320 hasRelatedWork W2953984499 @default.
- W1906689320 hasRelatedWork W4280645772 @default.
- W1906689320 hasRelatedWork W581940407 @default.
- W1906689320 hasVolume "41" @default.
- W1906689320 isParatext "false" @default.
- W1906689320 isRetracted "false" @default.
- W1906689320 magId "1906689320" @default.
- W1906689320 workType "article" @default.