FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2605432485> ?p ?o ?g. }

• W2605432485 endingPage "100" @default.
• W2605432485 startingPage "84" @default.
• W2605432485 abstract "In the recent investigations, the pushover analysis has been mainly used for the seismic evaluation of fixed-base structures, whereas a limited number of research investigations have focused on the applicability of pushover analysis to base-isolated buildings. Therefore, this study attempts to extend the modal pushover analysis (MPA) and the extended N2 (EN2) method to medium-rise base-isolated building frames to account for the effect of higher modes in predicting the seismic demands of these structures. Since the displacement at the isolation level and subsequently the effective stiffness of the isolation system are not predetermined at first, an iterative process was used to fulfill the MPA method for base-isolated frames. The original N2 method, which was recently extended to base-isolated buildings, was also implemented with three different lateral load distributions, i.e. the inverted triangular, the first mode and the PSC load patterns. For this purpose, two steel moment-resisting building frames including low-rise (3-storey) and medium-rise (12-storey) ones were considered. The structures were isolated with lead rubber bearing (LRB) isolation systems. Three types of isolators with different stiffnesses including the hard (H), normal (N) and soft (S) isolators were selected. It was observed that N2 method with the PSC load distribution, in most cases, gives better estimates of the seismic demands for low-rise base-isolated frames. Also, the MPA and the EN2 methods can result in accurate estimates of the seismic demands for medium-rise base-isolated frames with the hard type isolators, but their accuracy deteriorates with the increase in the damping and decrease in the stiffness of isolators." @default.
• W2605432485 created "2017-04-28" @default.
• W2605432485 creator A5031102440 @default.
• W2605432485 creator A5063037930 @default.
• W2605432485 date "2017-07-01" @default.
• W2605432485 modified "2023-09-23" @default.
• W2605432485 title "Applicability of the N2, extended N2 and modal pushover analysis methods for the seismic evaluation of base-isolated building frames with lead rubber bearings (LRBs)" @default.
• W2605432485 cites W1981385635 @default.
• W2605432485 cites W1982954640 @default.
• W2605432485 cites W1991437843 @default.
• W2605432485 cites W1992759735 @default.
• W2605432485 cites W2001847839 @default.
• W2605432485 cites W2007977670 @default.
• W2605432485 cites W2008591363 @default.
• W2605432485 cites W2016903684 @default.
• W2605432485 cites W2018989147 @default.
• W2605432485 cites W2020819061 @default.
• W2605432485 cites W2030458089 @default.
• W2605432485 cites W2047459639 @default.
• W2605432485 cites W2047876485 @default.
• W2605432485 cites W2064618893 @default.
• W2605432485 cites W2064773384 @default.
• W2605432485 cites W2075549286 @default.
• W2605432485 cites W2080238680 @default.
• W2605432485 cites W2082742692 @default.
• W2605432485 cites W2104771460 @default.
• W2605432485 cites W2107469192 @default.
• W2605432485 cites W2109780720 @default.
• W2605432485 cites W2112882970 @default.
• W2605432485 cites W2112935412 @default.
• W2605432485 cites W2123548680 @default.
• W2605432485 cites W2125054400 @default.
• W2605432485 cites W2129620757 @default.
• W2605432485 cites W2130213987 @default.
• W2605432485 cites W2137107384 @default.
• W2605432485 cites W2141371779 @default.
• W2605432485 cites W2152197471 @default.
• W2605432485 cites W2155423289 @default.
• W2605432485 cites W2165712446 @default.
• W2605432485 cites W2346734638 @default.
• W2605432485 cites W2463436647 @default.
• W2605432485 cites W2513242446 @default.
• W2605432485 doi "https://doi.org/10.1016/j.soildyn.2017.03.036" @default.
• W2605432485 hasPublicationYear "2017" @default.
• W2605432485 type Work @default.
• W2605432485 sameAs 2605432485 @default.
• W2605432485 citedByCount "16" @default.
• W2605432485 countsByYear W26054324852017 @default.
• W2605432485 countsByYear W26054324852018 @default.
• W2605432485 countsByYear W26054324852019 @default.
• W2605432485 countsByYear W26054324852020 @default.
• W2605432485 countsByYear W26054324852021 @default.
• W2605432485 countsByYear W26054324852022 @default.
• W2605432485 countsByYear W26054324852023 @default.
• W2605432485 crossrefType "journal-article" @default.
• W2605432485 hasAuthorship W2605432485A5031102440 @default.
• W2605432485 hasAuthorship W2605432485A5063037930 @default.
• W2605432485 hasConcept C107551265 @default.
• W2605432485 hasConcept C123060433 @default.
• W2605432485 hasConcept C126042441 @default.
• W2605432485 hasConcept C127413603 @default.
• W2605432485 hasConcept C134306372 @default.
• W2605432485 hasConcept C15744967 @default.
• W2605432485 hasConcept C159985019 @default.
• W2605432485 hasConcept C176933379 @default.
• W2605432485 hasConcept C182358397 @default.
• W2605432485 hasConcept C188027245 @default.
• W2605432485 hasConcept C192562407 @default.
• W2605432485 hasConcept C2779372316 @default.
• W2605432485 hasConcept C33923547 @default.
• W2605432485 hasConcept C42058472 @default.
• W2605432485 hasConcept C43947826 @default.
• W2605432485 hasConcept C542102704 @default.
• W2605432485 hasConcept C66938386 @default.
• W2605432485 hasConcept C71139939 @default.
• W2605432485 hasConcept C78519656 @default.
• W2605432485 hasConcept C8128475 @default.
• W2605432485 hasConceptScore W2605432485C107551265 @default.
• W2605432485 hasConceptScore W2605432485C123060433 @default.
• W2605432485 hasConceptScore W2605432485C126042441 @default.
• W2605432485 hasConceptScore W2605432485C127413603 @default.
• W2605432485 hasConceptScore W2605432485C134306372 @default.
• W2605432485 hasConceptScore W2605432485C15744967 @default.
• W2605432485 hasConceptScore W2605432485C159985019 @default.
• W2605432485 hasConceptScore W2605432485C176933379 @default.
• W2605432485 hasConceptScore W2605432485C182358397 @default.
• W2605432485 hasConceptScore W2605432485C188027245 @default.
• W2605432485 hasConceptScore W2605432485C192562407 @default.
• W2605432485 hasConceptScore W2605432485C2779372316 @default.
• W2605432485 hasConceptScore W2605432485C33923547 @default.
• W2605432485 hasConceptScore W2605432485C42058472 @default.
• W2605432485 hasConceptScore W2605432485C43947826 @default.
• W2605432485 hasConceptScore W2605432485C542102704 @default.
• W2605432485 hasConceptScore W2605432485C66938386 @default.
• W2605432485 hasConceptScore W2605432485C71139939 @default.
• W2605432485 hasConceptScore W2605432485C78519656 @default.
• W2605432485 hasConceptScore W2605432485C8128475 @default.
• W2605432485 hasLocation W26054324851 @default.

• next