Matches in SemOpenAlex for { <https://semopenalex.org/work/W3207748600> ?p ?o ?g. }
Showing items 1 to 84 of
84
with 100 items per page.
- W3207748600 endingPage "16" @default.
- W3207748600 startingPage "1" @default.
- W3207748600 abstract "Simple bracing frames can be divided into two types in terms of concentric or eccentric. Concentric bracing frames are frames that intersect with other structural members at one point in the structure along the bracing members. Otherwise, the braced frame will be eccentric. It is said empirically that due to this type of shaping, eccentric bracing frames exhibit more ductile behavior and concentric bracing frames exhibit more stiff behavior. This behavioral difference caused this study to be numerically computing for five frames, including unique concentric and eccentric bracing frames of 5 and 10 stories and an ordinary 5-story concentric bracing frame. Their tensions and drift ratios should be acceptable for the use of residential buildings. Using the primary two steps of the new PEER probabilistic framework, namely, probabilistic seismic hazard analysis and structural analysis, which leads to the drawing of fragility curves, the probability of collapse is obtained to compare the safety capability of these frames according to their different characteristics against earthquakes. The results show that increasing the ductility or increasing the number of floors or the height of these systems can reduce collapse. Also, according to the results of the probability of collapse obtained in frames with 5-story concentric bracing frames, it can be said that some of the current regulations, which work based on previous approaches of analysis, can lead to unsafe structures with a high probability of collapse." @default.
- W3207748600 created "2021-10-25" @default.
- W3207748600 creator A5046093453 @default.
- W3207748600 date "2021-10-18" @default.
- W3207748600 modified "2023-09-26" @default.
- W3207748600 title "Effect of the Bracing System on the Probability of Collapse of Steel Structures under Maximum Credible Earthquake" @default.
- W3207748600 cites W1981444503 @default.
- W3207748600 cites W2003397569 @default.
- W3207748600 cites W2040791191 @default.
- W3207748600 cites W2045601787 @default.
- W3207748600 cites W2077880445 @default.
- W3207748600 cites W2139536495 @default.
- W3207748600 cites W2921075189 @default.
- W3207748600 cites W2981251802 @default.
- W3207748600 cites W3009051647 @default.
- W3207748600 cites W3020152501 @default.
- W3207748600 cites W3021491217 @default.
- W3207748600 cites W3046976578 @default.
- W3207748600 cites W3107910116 @default.
- W3207748600 cites W4232059600 @default.
- W3207748600 doi "https://doi.org/10.1155/2021/2323758" @default.
- W3207748600 hasPublicationYear "2021" @default.
- W3207748600 type Work @default.
- W3207748600 sameAs 3207748600 @default.
- W3207748600 citedByCount "1" @default.
- W3207748600 countsByYear W32077486002022 @default.
- W3207748600 crossrefType "journal-article" @default.
- W3207748600 hasAuthorship W3207748600A5046093453 @default.
- W3207748600 hasBestOaLocation W32077486001 @default.
- W3207748600 hasConcept C100784341 @default.
- W3207748600 hasConcept C105795698 @default.
- W3207748600 hasConcept C126042441 @default.
- W3207748600 hasConcept C127413603 @default.
- W3207748600 hasConcept C149912024 @default.
- W3207748600 hasConcept C159985019 @default.
- W3207748600 hasConcept C187320778 @default.
- W3207748600 hasConcept C192562407 @default.
- W3207748600 hasConcept C2524010 @default.
- W3207748600 hasConcept C2776512210 @default.
- W3207748600 hasConcept C2777905996 @default.
- W3207748600 hasConcept C2779793219 @default.
- W3207748600 hasConcept C33923547 @default.
- W3207748600 hasConcept C49937458 @default.
- W3207748600 hasConcept C66938386 @default.
- W3207748600 hasConcept C78519656 @default.
- W3207748600 hasConcept C90296322 @default.
- W3207748600 hasConceptScore W3207748600C100784341 @default.
- W3207748600 hasConceptScore W3207748600C105795698 @default.
- W3207748600 hasConceptScore W3207748600C126042441 @default.
- W3207748600 hasConceptScore W3207748600C127413603 @default.
- W3207748600 hasConceptScore W3207748600C149912024 @default.
- W3207748600 hasConceptScore W3207748600C159985019 @default.
- W3207748600 hasConceptScore W3207748600C187320778 @default.
- W3207748600 hasConceptScore W3207748600C192562407 @default.
- W3207748600 hasConceptScore W3207748600C2524010 @default.
- W3207748600 hasConceptScore W3207748600C2776512210 @default.
- W3207748600 hasConceptScore W3207748600C2777905996 @default.
- W3207748600 hasConceptScore W3207748600C2779793219 @default.
- W3207748600 hasConceptScore W3207748600C33923547 @default.
- W3207748600 hasConceptScore W3207748600C49937458 @default.
- W3207748600 hasConceptScore W3207748600C66938386 @default.
- W3207748600 hasConceptScore W3207748600C78519656 @default.
- W3207748600 hasConceptScore W3207748600C90296322 @default.
- W3207748600 hasLocation W32077486001 @default.
- W3207748600 hasLocation W32077486002 @default.
- W3207748600 hasOpenAccess W3207748600 @default.
- W3207748600 hasPrimaryLocation W32077486001 @default.
- W3207748600 hasRelatedWork W2061506582 @default.
- W3207748600 hasRelatedWork W2074575740 @default.
- W3207748600 hasRelatedWork W2183001652 @default.
- W3207748600 hasRelatedWork W2242729278 @default.
- W3207748600 hasRelatedWork W2364834024 @default.
- W3207748600 hasRelatedWork W2796507795 @default.
- W3207748600 hasRelatedWork W2896158851 @default.
- W3207748600 hasRelatedWork W2926689367 @default.
- W3207748600 hasRelatedWork W2955127912 @default.
- W3207748600 hasRelatedWork W2181886569 @default.
- W3207748600 hasVolume "2021" @default.
- W3207748600 isParatext "false" @default.
- W3207748600 isRetracted "false" @default.
- W3207748600 magId "3207748600" @default.
- W3207748600 workType "article" @default.