Matches in SemOpenAlex for { <https://semopenalex.org/work/W4302777424> ?p ?o ?g. }
Showing items 1 to 79 of
79
with 100 items per page.
- W4302777424 endingPage "105" @default.
- W4302777424 startingPage "93" @default.
- W4302777424 abstract "In equivalent static analysis procedure, the design seismic force is affected by the response factor related to the inelastic behavior of the structure. This factor, whose value is used to calculate the amount of the energy damping, absorbed by the structure, depends on some parameters such as ductility and over strength. It is regarded as a constant coefficient for each type of structural systems in seismic codes. However, in dual structural systems, the effect of features like the geometry of the structure and lateral forces resistance system on this coefficient is not taken into account. This research is aimed at investigating the effect of the arrangementand length of the shear wall in the plan on the response modification factor in dual concrete systems. To do this, 15 concrete buildings as high as 30 to 45 meters were analyzed by nonlinear static method, using Perform 3D software. The initial estimation of the shear wall length was based on resisting 75 percent of the design base shear force by the shear walls. Next, the over strength factors, ductility coefficients, and subsequently the response modification factors of the models were determined and compared to the value used in the design procedure, presented in ASCE7 code. The results indicated that the value of response modification factor, in comparison with the presented value in ASCE7 code, was varied between -18% to +25% over changing the arrangement of the shear walls, and increased for up to +32% by increasing the length of the shear wall in the plan as much as 100% in proportion to the original model." @default.
- W4302777424 created "2022-10-07" @default.
- W4302777424 creator A5005281804 @default.
- W4302777424 creator A5006594174 @default.
- W4302777424 creator A5089320087 @default.
- W4302777424 date "2014-01-01" @default.
- W4302777424 modified "2023-09-25" @default.
- W4302777424 title "The Effect of the Arrangement and Length of the Concrete Shear Walls on the Response Modification Factor (R)" @default.
- W4302777424 doi "https://doi.org/10.56748/ejse.14184" @default.
- W4302777424 hasPublicationYear "2014" @default.
- W4302777424 type Work @default.
- W4302777424 citedByCount "0" @default.
- W4302777424 crossrefType "journal-article" @default.
- W4302777424 hasAuthorship W4302777424A5005281804 @default.
- W4302777424 hasAuthorship W4302777424A5006594174 @default.
- W4302777424 hasAuthorship W4302777424A5089320087 @default.
- W4302777424 hasConcept C121332964 @default.
- W4302777424 hasConcept C127313418 @default.
- W4302777424 hasConcept C127413603 @default.
- W4302777424 hasConcept C149912024 @default.
- W4302777424 hasConcept C158622935 @default.
- W4302777424 hasConcept C159985019 @default.
- W4302777424 hasConcept C170901245 @default.
- W4302777424 hasConcept C182358397 @default.
- W4302777424 hasConcept C182377489 @default.
- W4302777424 hasConcept C187320778 @default.
- W4302777424 hasConcept C192562407 @default.
- W4302777424 hasConcept C194257627 @default.
- W4302777424 hasConcept C195761226 @default.
- W4302777424 hasConcept C2776512210 @default.
- W4302777424 hasConcept C2988805333 @default.
- W4302777424 hasConcept C46362747 @default.
- W4302777424 hasConcept C49040817 @default.
- W4302777424 hasConcept C50081128 @default.
- W4302777424 hasConcept C62520636 @default.
- W4302777424 hasConcept C66938386 @default.
- W4302777424 hasConcept C88282795 @default.
- W4302777424 hasConcept C96035792 @default.
- W4302777424 hasConceptScore W4302777424C121332964 @default.
- W4302777424 hasConceptScore W4302777424C127313418 @default.
- W4302777424 hasConceptScore W4302777424C127413603 @default.
- W4302777424 hasConceptScore W4302777424C149912024 @default.
- W4302777424 hasConceptScore W4302777424C158622935 @default.
- W4302777424 hasConceptScore W4302777424C159985019 @default.
- W4302777424 hasConceptScore W4302777424C170901245 @default.
- W4302777424 hasConceptScore W4302777424C182358397 @default.
- W4302777424 hasConceptScore W4302777424C182377489 @default.
- W4302777424 hasConceptScore W4302777424C187320778 @default.
- W4302777424 hasConceptScore W4302777424C192562407 @default.
- W4302777424 hasConceptScore W4302777424C194257627 @default.
- W4302777424 hasConceptScore W4302777424C195761226 @default.
- W4302777424 hasConceptScore W4302777424C2776512210 @default.
- W4302777424 hasConceptScore W4302777424C2988805333 @default.
- W4302777424 hasConceptScore W4302777424C46362747 @default.
- W4302777424 hasConceptScore W4302777424C49040817 @default.
- W4302777424 hasConceptScore W4302777424C50081128 @default.
- W4302777424 hasConceptScore W4302777424C62520636 @default.
- W4302777424 hasConceptScore W4302777424C66938386 @default.
- W4302777424 hasConceptScore W4302777424C88282795 @default.
- W4302777424 hasConceptScore W4302777424C96035792 @default.
- W4302777424 hasLocation W43027774241 @default.
- W4302777424 hasOpenAccess W4302777424 @default.
- W4302777424 hasPrimaryLocation W43027774241 @default.
- W4302777424 hasRelatedWork W1575252105 @default.
- W4302777424 hasRelatedWork W1923150146 @default.
- W4302777424 hasRelatedWork W1973477611 @default.
- W4302777424 hasRelatedWork W2076010788 @default.
- W4302777424 hasRelatedWork W2102340586 @default.
- W4302777424 hasRelatedWork W2134577263 @default.
- W4302777424 hasRelatedWork W2300515929 @default.
- W4302777424 hasRelatedWork W2747645271 @default.
- W4302777424 hasRelatedWork W2755486534 @default.
- W4302777424 hasRelatedWork W3211681083 @default.
- W4302777424 hasVolume "14" @default.
- W4302777424 isParatext "false" @default.
- W4302777424 isRetracted "false" @default.
- W4302777424 workType "article" @default.