Matches in SemOpenAlex for { <https://semopenalex.org/work/W4381511712> ?p ?o ?g. }
Showing items 1 to 88 of
88
with 100 items per page.
- W4381511712 endingPage "1576" @default.
- W4381511712 startingPage "1576" @default.
- W4381511712 abstract "The direct modeling of masonry infill walls on many buildings, based on damage recorded by various past earthquakes, has become increasingly necessary in order to identify the seismic behavior of these elements, which constitute an important part of reinforced concrete buildings. In this paper, several 3D models were analyzed by the nonlinear static (pushover) method, when ignoring, and when considering, masonry infill walls. The finite element software SAP analyzed the proposed models. These models represent low and mid-rise reinforced concrete buildings infilled with double-leaf hollow bricks. The properties of materials used in Algeria, either in the frame elements or the infill elements, were used. The results obtained were compared according to two parameters, the natural time period of the building and the pushover curve, by varying the values of the dead load and the concrete compressive strength. The results were discussed according to the suggested parameters. The results showed that indirect modeling of such walls, either by taking assumptions embedded in the seismic behavior factor or by means of the macro-modal, can lead to a poor appreciation of the seismic behavior of such buildings. Consequently, direct modeling of walls by the infill of the real void showed acceptable results to some extent. This contributes greatly towards understanding the seismic behavior of this type of building." @default.
- W4381511712 created "2023-06-22" @default.
- W4381511712 creator A5004748983 @default.
- W4381511712 creator A5036538008 @default.
- W4381511712 creator A5053756835 @default.
- W4381511712 date "2023-06-21" @default.
- W4381511712 modified "2023-10-18" @default.
- W4381511712 title "Evaluation of the Seismic Behavior of RC Buildings through the Direct Modeling of Masonry Infill Walls" @default.
- W4381511712 cites W1919534380 @default.
- W4381511712 cites W1971737918 @default.
- W4381511712 cites W1979445502 @default.
- W4381511712 cites W2031419694 @default.
- W4381511712 cites W2032612129 @default.
- W4381511712 cites W2054426523 @default.
- W4381511712 cites W2059900616 @default.
- W4381511712 cites W2145666869 @default.
- W4381511712 cites W2302890253 @default.
- W4381511712 cites W2767193048 @default.
- W4381511712 cites W2783040169 @default.
- W4381511712 cites W2898231751 @default.
- W4381511712 cites W2908921220 @default.
- W4381511712 cites W2949728640 @default.
- W4381511712 cites W3008252363 @default.
- W4381511712 cites W3088250901 @default.
- W4381511712 cites W3138617524 @default.
- W4381511712 cites W3176990312 @default.
- W4381511712 cites W3212786484 @default.
- W4381511712 cites W4205500745 @default.
- W4381511712 cites W4226020114 @default.
- W4381511712 cites W4241462801 @default.
- W4381511712 cites W4281390116 @default.
- W4381511712 cites W4289342461 @default.
- W4381511712 cites W4292254027 @default.
- W4381511712 cites W4302595581 @default.
- W4381511712 cites W4311605680 @default.
- W4381511712 doi "https://doi.org/10.3390/buildings13071576" @default.
- W4381511712 hasPublicationYear "2023" @default.
- W4381511712 type Work @default.
- W4381511712 citedByCount "0" @default.
- W4381511712 crossrefType "journal-article" @default.
- W4381511712 hasAuthorship W4381511712A5004748983 @default.
- W4381511712 hasAuthorship W4381511712A5036538008 @default.
- W4381511712 hasAuthorship W4381511712A5053756835 @default.
- W4381511712 hasBestOaLocation W43815117121 @default.
- W4381511712 hasConcept C126950237 @default.
- W4381511712 hasConcept C127313418 @default.
- W4381511712 hasConcept C127413603 @default.
- W4381511712 hasConcept C135628077 @default.
- W4381511712 hasConcept C187320778 @default.
- W4381511712 hasConcept C188027245 @default.
- W4381511712 hasConcept C192562407 @default.
- W4381511712 hasConcept C2781219549 @default.
- W4381511712 hasConcept C2988805333 @default.
- W4381511712 hasConcept C535899295 @default.
- W4381511712 hasConcept C66938386 @default.
- W4381511712 hasConcept C71139939 @default.
- W4381511712 hasConceptScore W4381511712C126950237 @default.
- W4381511712 hasConceptScore W4381511712C127313418 @default.
- W4381511712 hasConceptScore W4381511712C127413603 @default.
- W4381511712 hasConceptScore W4381511712C135628077 @default.
- W4381511712 hasConceptScore W4381511712C187320778 @default.
- W4381511712 hasConceptScore W4381511712C188027245 @default.
- W4381511712 hasConceptScore W4381511712C192562407 @default.
- W4381511712 hasConceptScore W4381511712C2781219549 @default.
- W4381511712 hasConceptScore W4381511712C2988805333 @default.
- W4381511712 hasConceptScore W4381511712C535899295 @default.
- W4381511712 hasConceptScore W4381511712C66938386 @default.
- W4381511712 hasConceptScore W4381511712C71139939 @default.
- W4381511712 hasIssue "7" @default.
- W4381511712 hasLocation W43815117121 @default.
- W4381511712 hasOpenAccess W4381511712 @default.
- W4381511712 hasPrimaryLocation W43815117121 @default.
- W4381511712 hasRelatedWork W2110907046 @default.
- W4381511712 hasRelatedWork W2349738085 @default.
- W4381511712 hasRelatedWork W2561434341 @default.
- W4381511712 hasRelatedWork W2776537184 @default.
- W4381511712 hasRelatedWork W3106993677 @default.
- W4381511712 hasRelatedWork W3181075783 @default.
- W4381511712 hasRelatedWork W4214577645 @default.
- W4381511712 hasRelatedWork W4308459298 @default.
- W4381511712 hasRelatedWork W4382812805 @default.
- W4381511712 hasRelatedWork W2521769884 @default.
- W4381511712 hasVolume "13" @default.
- W4381511712 isParatext "false" @default.
- W4381511712 isRetracted "false" @default.
- W4381511712 workType "article" @default.