Matches in SemOpenAlex for { <https://semopenalex.org/work/W2037201009> ?p ?o ?g. }
Showing items 1 to 80 of
80
with 100 items per page.
- W2037201009 endingPage "89" @default.
- W2037201009 startingPage "75" @default.
- W2037201009 abstract "In the last few decades, the use of cast in situ reinforced concrete sandwich panels for the construction of low- to mid-rise buildings has become more and more widespread due to several interesting properties of this construction technique, such as fast construction and high thermal and acoustic performances. Nonetheless the level of knowledge of the structural behavior of systems made of squat reinforced concrete sandwich panels is still not so consolidated, especially with reference to the seismic response, due to the lack of experimental studies. In recent years, while various experimental tests have been conducted on single panels aimed at assessing their seismic capacity, only few tests have been carried out on more complex structural systems. In this paper, the experimental results of a series of shaking-table tests performed on a full-scale 3-storey building are presented in detail. The main goal is to give to the scientific community the possibility of develop independent interpretation of these experimental results. An in-depth interpretation of the discrepancies between the analytical predictions and the experimental results is beyond the objective of this paper and is still under development. Nonetheless, preliminary interpretations indicate that both the stiffness and the strength of the building under dynamic excitation appear quite superior with respect to those expected from the results of previous pseudo-static cyclic tests conducted on simple specimens." @default.
- W2037201009 created "2016-06-24" @default.
- W2037201009 creator A5010011473 @default.
- W2037201009 creator A5036543316 @default.
- W2037201009 creator A5043453804 @default.
- W2037201009 creator A5049154374 @default.
- W2037201009 creator A5058547367 @default.
- W2037201009 creator A5067867372 @default.
- W2037201009 creator A5080107909 @default.
- W2037201009 date "2014-10-01" @default.
- W2037201009 modified "2023-10-05" @default.
- W2037201009 title "Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls" @default.
- W2037201009 cites W1977932946 @default.
- W2037201009 cites W1978550217 @default.
- W2037201009 cites W2005463524 @default.
- W2037201009 cites W2074205963 @default.
- W2037201009 cites W2089399027 @default.
- W2037201009 cites W2142437807 @default.
- W2037201009 doi "https://doi.org/10.1016/j.engstruct.2014.06.024" @default.
- W2037201009 hasPublicationYear "2014" @default.
- W2037201009 type Work @default.
- W2037201009 sameAs 2037201009 @default.
- W2037201009 citedByCount "20" @default.
- W2037201009 countsByYear W20372010092016 @default.
- W2037201009 countsByYear W20372010092017 @default.
- W2037201009 countsByYear W20372010092018 @default.
- W2037201009 countsByYear W20372010092019 @default.
- W2037201009 countsByYear W20372010092020 @default.
- W2037201009 countsByYear W20372010092021 @default.
- W2037201009 countsByYear W20372010092022 @default.
- W2037201009 countsByYear W20372010092023 @default.
- W2037201009 crossrefType "journal-article" @default.
- W2037201009 hasAuthorship W2037201009A5010011473 @default.
- W2037201009 hasAuthorship W2037201009A5036543316 @default.
- W2037201009 hasAuthorship W2037201009A5043453804 @default.
- W2037201009 hasAuthorship W2037201009A5049154374 @default.
- W2037201009 hasAuthorship W2037201009A5058547367 @default.
- W2037201009 hasAuthorship W2037201009A5067867372 @default.
- W2037201009 hasAuthorship W2037201009A5080107909 @default.
- W2037201009 hasBestOaLocation W20372010091 @default.
- W2037201009 hasConcept C127413603 @default.
- W2037201009 hasConcept C140651703 @default.
- W2037201009 hasConcept C149007308 @default.
- W2037201009 hasConcept C199360897 @default.
- W2037201009 hasConcept C2779372316 @default.
- W2037201009 hasConcept C2988805333 @default.
- W2037201009 hasConcept C41008148 @default.
- W2037201009 hasConcept C527412718 @default.
- W2037201009 hasConcept C66938386 @default.
- W2037201009 hasConcept C88282795 @default.
- W2037201009 hasConceptScore W2037201009C127413603 @default.
- W2037201009 hasConceptScore W2037201009C140651703 @default.
- W2037201009 hasConceptScore W2037201009C149007308 @default.
- W2037201009 hasConceptScore W2037201009C199360897 @default.
- W2037201009 hasConceptScore W2037201009C2779372316 @default.
- W2037201009 hasConceptScore W2037201009C2988805333 @default.
- W2037201009 hasConceptScore W2037201009C41008148 @default.
- W2037201009 hasConceptScore W2037201009C527412718 @default.
- W2037201009 hasConceptScore W2037201009C66938386 @default.
- W2037201009 hasConceptScore W2037201009C88282795 @default.
- W2037201009 hasLocation W20372010091 @default.
- W2037201009 hasOpenAccess W2037201009 @default.
- W2037201009 hasPrimaryLocation W20372010091 @default.
- W2037201009 hasRelatedWork W1920749392 @default.
- W2037201009 hasRelatedWork W1986929823 @default.
- W2037201009 hasRelatedWork W2007390061 @default.
- W2037201009 hasRelatedWork W2094204420 @default.
- W2037201009 hasRelatedWork W2132747023 @default.
- W2037201009 hasRelatedWork W2421392057 @default.
- W2037201009 hasRelatedWork W2586788380 @default.
- W2037201009 hasRelatedWork W2705123870 @default.
- W2037201009 hasRelatedWork W4372355454 @default.
- W2037201009 hasRelatedWork W581940407 @default.
- W2037201009 hasVolume "76" @default.
- W2037201009 isParatext "false" @default.
- W2037201009 isRetracted "false" @default.
- W2037201009 magId "2037201009" @default.
- W2037201009 workType "article" @default.