Matches in SemOpenAlex for { <https://semopenalex.org/work/W1992008665> ?p ?o ?g. }
Showing items 1 to 95 of
95
with 100 items per page.
- W1992008665 endingPage "436" @default.
- W1992008665 startingPage "409" @default.
- W1992008665 abstract "Although it is widely accepted that the interaction -between masonry infill and structural members significantly affects the seismic response of reinforced concrete (RC) frames, this interaction is generally neglected in current design-oriented seismic analyses of structures. Moreover, the role of masonry infill is expected to be even more relevant in the case of existing frames designed only for gravitational loads, as infill walls can significantly modify both lateral strength and stiffness. However, the additional contribution to both strength and stiffness is often coupled to a modification of the global collapse mechanisms possibly resulting in brittle failure modes, generally related to irregular distributions of masonry walls throughout the frame. As a matter of principle, accurate modelling of masonry infill should be at least carried out by adopting nonlinear 2D elements. However, several practice-oriented proposals are currently available for modelling masonry infill through equivalent (nonlinear) strut elements. The present paper firstly outlines some of the well-established models currently available in the scientific literature for modelling infill panels in seismic analyses of RC frames. Then, a parametric analysis is carried out in order to demonstrate the consequences of considering such models in nonlinear static and dynamic analyses of existing RC structures. Two bay-frames with two-, three- and four-storeys are considered for performing nonlinear analyses aimed at investigating some critical aspects of modelling masonry infill and their effects on the structural response. Particularly, sensitivity analyses about specific parameters involved in the definition of the equivalent strut models, such as the constitutive force-displacement law of the panel, are proposed." @default.
- W1992008665 created "2016-06-24" @default.
- W1992008665 creator A5067524131 @default.
- W1992008665 creator A5067723741 @default.
- W1992008665 creator A5077059147 @default.
- W1992008665 date "2014-04-30" @default.
- W1992008665 modified "2023-10-16" @default.
- W1992008665 title "Seismic response of masonry infilled RC frames: practice-oriented models and open issues" @default.
- W1992008665 cites W1555469706 @default.
- W1992008665 cites W1975428745 @default.
- W1992008665 cites W2009524323 @default.
- W1992008665 cites W2023751360 @default.
- W1992008665 cites W2027599334 @default.
- W1992008665 cites W2039278311 @default.
- W1992008665 cites W2043242286 @default.
- W1992008665 cites W2046789954 @default.
- W1992008665 cites W2048884246 @default.
- W1992008665 cites W2058518780 @default.
- W1992008665 cites W2058877014 @default.
- W1992008665 cites W2082265159 @default.
- W1992008665 cites W2128495212 @default.
- W1992008665 cites W2128919876 @default.
- W1992008665 cites W2149805275 @default.
- W1992008665 cites W2150559858 @default.
- W1992008665 cites W2155423289 @default.
- W1992008665 cites W2278821900 @default.
- W1992008665 cites W4241149540 @default.
- W1992008665 doi "https://doi.org/10.12989/eas.2014.6.4.409" @default.
- W1992008665 hasPublicationYear "2014" @default.
- W1992008665 type Work @default.
- W1992008665 sameAs 1992008665 @default.
- W1992008665 citedByCount "13" @default.
- W1992008665 countsByYear W19920086652015 @default.
- W1992008665 countsByYear W19920086652016 @default.
- W1992008665 countsByYear W19920086652017 @default.
- W1992008665 countsByYear W19920086652019 @default.
- W1992008665 countsByYear W19920086652020 @default.
- W1992008665 countsByYear W19920086652021 @default.
- W1992008665 countsByYear W19920086652022 @default.
- W1992008665 countsByYear W19920086652023 @default.
- W1992008665 crossrefType "journal-article" @default.
- W1992008665 hasAuthorship W1992008665A5067524131 @default.
- W1992008665 hasAuthorship W1992008665A5067723741 @default.
- W1992008665 hasAuthorship W1992008665A5077059147 @default.
- W1992008665 hasConcept C105795698 @default.
- W1992008665 hasConcept C117251300 @default.
- W1992008665 hasConcept C121332964 @default.
- W1992008665 hasConcept C126042441 @default.
- W1992008665 hasConcept C127313418 @default.
- W1992008665 hasConcept C127413603 @default.
- W1992008665 hasConcept C158622935 @default.
- W1992008665 hasConcept C187320778 @default.
- W1992008665 hasConcept C2779372316 @default.
- W1992008665 hasConcept C2781219549 @default.
- W1992008665 hasConcept C33923547 @default.
- W1992008665 hasConcept C535899295 @default.
- W1992008665 hasConcept C62520636 @default.
- W1992008665 hasConcept C66938386 @default.
- W1992008665 hasConcept C76155785 @default.
- W1992008665 hasConceptScore W1992008665C105795698 @default.
- W1992008665 hasConceptScore W1992008665C117251300 @default.
- W1992008665 hasConceptScore W1992008665C121332964 @default.
- W1992008665 hasConceptScore W1992008665C126042441 @default.
- W1992008665 hasConceptScore W1992008665C127313418 @default.
- W1992008665 hasConceptScore W1992008665C127413603 @default.
- W1992008665 hasConceptScore W1992008665C158622935 @default.
- W1992008665 hasConceptScore W1992008665C187320778 @default.
- W1992008665 hasConceptScore W1992008665C2779372316 @default.
- W1992008665 hasConceptScore W1992008665C2781219549 @default.
- W1992008665 hasConceptScore W1992008665C33923547 @default.
- W1992008665 hasConceptScore W1992008665C535899295 @default.
- W1992008665 hasConceptScore W1992008665C62520636 @default.
- W1992008665 hasConceptScore W1992008665C66938386 @default.
- W1992008665 hasConceptScore W1992008665C76155785 @default.
- W1992008665 hasIssue "4" @default.
- W1992008665 hasLocation W19920086651 @default.
- W1992008665 hasOpenAccess W1992008665 @default.
- W1992008665 hasPrimaryLocation W19920086651 @default.
- W1992008665 hasRelatedWork W107649813 @default.
- W1992008665 hasRelatedWork W1975000927 @default.
- W1992008665 hasRelatedWork W2031942322 @default.
- W1992008665 hasRelatedWork W2110907046 @default.
- W1992008665 hasRelatedWork W2188171000 @default.
- W1992008665 hasRelatedWork W2248515951 @default.
- W1992008665 hasRelatedWork W2561434341 @default.
- W1992008665 hasRelatedWork W2910832988 @default.
- W1992008665 hasRelatedWork W3153183923 @default.
- W1992008665 hasRelatedWork W2461685009 @default.
- W1992008665 hasVolume "6" @default.
- W1992008665 isParatext "false" @default.
- W1992008665 isRetracted "false" @default.
- W1992008665 magId "1992008665" @default.
- W1992008665 workType "article" @default.