Matches in SemOpenAlex for { <https://semopenalex.org/work/W3209253751> ?p ?o ?g. }
- W3209253751 endingPage "113437" @default.
- W3209253751 startingPage "113437" @default.
- W3209253751 abstract "Slack cable collapse prevention system is a cost-effective and simple method for seismic upgrading of existing structures. In this study, the effectiveness of adding slack cables to 2, 4, 8, and 12-story steel frames are assessed. The pushover analyses were performed to evaluate the general behavior of the original and braced frames. Considering 22 pairs of far-field ground motion records per FEMA P695, the nonlinear time-history analyses, as well as Incremental Dynamic Analyses (IDAs), were conducted. The maximum compression force of the first story columns, base shear demand, and the Collapse Margin Ratio (CMR) were determined and compared for original and braced frames. The fragility curves were developed and compared for the structures. Obtained results show that the slack cables postpone the collapse of the frames without increasing the initial stiffness of the structure. The average of maximum values of column axial force for the frames with slack cables are close to original frames, while it has a considerable increase in typical cable brace system cases. All original frames exceed the 10% probability when subjected to Maximum Considered Earthquake (MCE). However, the probability of collapse for the braced structures in MCE decreased significantly to less than 10%. A significant improvement in the collapse safety could be observed in the braced frames. The slack cable technique has demonstrated almost similar performance to the typical cable braces and even superior protection in terms of structural column axial forces and base shear." @default.
- W3209253751 created "2021-11-08" @default.
- W3209253751 creator A5025066923 @default.
- W3209253751 creator A5058576445 @default.
- W3209253751 creator A5065312379 @default.
- W3209253751 creator A5077145430 @default.
- W3209253751 creator A5080494937 @default.
- W3209253751 date "2022-01-01" @default.
- W3209253751 modified "2023-10-18" @default.
- W3209253751 title "Seismic performance assessment of steel frames with slack cable bracing systems" @default.
- W3209253751 cites W1935304937 @default.
- W3209253751 cites W1985707870 @default.
- W3209253751 cites W2075549286 @default.
- W3209253751 cites W2082179468 @default.
- W3209253751 cites W2112882970 @default.
- W3209253751 cites W2130213987 @default.
- W3209253751 cites W2137107384 @default.
- W3209253751 cites W2165712446 @default.
- W3209253751 cites W2184472567 @default.
- W3209253751 cites W2299109954 @default.
- W3209253751 cites W2310715264 @default.
- W3209253751 cites W2409183553 @default.
- W3209253751 cites W2512844140 @default.
- W3209253751 cites W2606854759 @default.
- W3209253751 cites W2623694670 @default.
- W3209253751 cites W2690985149 @default.
- W3209253751 cites W2736258619 @default.
- W3209253751 cites W2742675849 @default.
- W3209253751 cites W2884531154 @default.
- W3209253751 cites W2895951856 @default.
- W3209253751 cites W2901591392 @default.
- W3209253751 cites W2944962050 @default.
- W3209253751 cites W2954768277 @default.
- W3209253751 cites W2961324029 @default.
- W3209253751 cites W2964017802 @default.
- W3209253751 cites W2966650350 @default.
- W3209253751 cites W2969621549 @default.
- W3209253751 cites W2983523825 @default.
- W3209253751 cites W2988912718 @default.
- W3209253751 cites W2997292624 @default.
- W3209253751 cites W2999762452 @default.
- W3209253751 cites W3001045827 @default.
- W3209253751 cites W3003291015 @default.
- W3209253751 cites W3006996139 @default.
- W3209253751 cites W3015813283 @default.
- W3209253751 cites W3017070807 @default.
- W3209253751 cites W3019735917 @default.
- W3209253751 cites W3024425213 @default.
- W3209253751 cites W3024722475 @default.
- W3209253751 cites W3025025915 @default.
- W3209253751 cites W3036946373 @default.
- W3209253751 cites W3037262465 @default.
- W3209253751 cites W3082060459 @default.
- W3209253751 cites W3083394056 @default.
- W3209253751 cites W3087181891 @default.
- W3209253751 cites W3092481771 @default.
- W3209253751 cites W3093560128 @default.
- W3209253751 cites W3123314632 @default.
- W3209253751 cites W3125109252 @default.
- W3209253751 cites W3129746988 @default.
- W3209253751 cites W3154535523 @default.
- W3209253751 cites W3184199887 @default.
- W3209253751 doi "https://doi.org/10.1016/j.engstruct.2021.113437" @default.
- W3209253751 hasPublicationYear "2022" @default.
- W3209253751 type Work @default.
- W3209253751 sameAs 3209253751 @default.
- W3209253751 citedByCount "8" @default.
- W3209253751 countsByYear W32092537512022 @default.
- W3209253751 countsByYear W32092537512023 @default.
- W3209253751 crossrefType "journal-article" @default.
- W3209253751 hasAuthorship W3209253751A5025066923 @default.
- W3209253751 hasAuthorship W3209253751A5058576445 @default.
- W3209253751 hasAuthorship W3209253751A5065312379 @default.
- W3209253751 hasAuthorship W3209253751A5077145430 @default.
- W3209253751 hasAuthorship W3209253751A5080494937 @default.
- W3209253751 hasConcept C125800246 @default.
- W3209253751 hasConcept C126042441 @default.
- W3209253751 hasConcept C127413603 @default.
- W3209253751 hasConcept C135628077 @default.
- W3209253751 hasConcept C140590641 @default.
- W3209253751 hasConcept C147789679 @default.
- W3209253751 hasConcept C159985019 @default.
- W3209253751 hasConcept C170901245 @default.
- W3209253751 hasConcept C180016635 @default.
- W3209253751 hasConcept C182358397 @default.
- W3209253751 hasConcept C185592680 @default.
- W3209253751 hasConcept C192562407 @default.
- W3209253751 hasConcept C2777905996 @default.
- W3209253751 hasConcept C2779372316 @default.
- W3209253751 hasConcept C2779793219 @default.
- W3209253751 hasConcept C2780185282 @default.
- W3209253751 hasConcept C2988805333 @default.
- W3209253751 hasConcept C66938386 @default.
- W3209253751 hasConcept C78519656 @default.
- W3209253751 hasConcept C80191262 @default.
- W3209253751 hasConcept C8128475 @default.
- W3209253751 hasConceptScore W3209253751C125800246 @default.
- W3209253751 hasConceptScore W3209253751C126042441 @default.