Matches in SemOpenAlex for { <https://semopenalex.org/work/W4386850011> ?p ?o ?g. }
Showing items 1 to 71 of
71
with 100 items per page.
- W4386850011 endingPage "593" @default.
- W4386850011 startingPage "551" @default.
- W4386850011 abstract "In order to improve the seismic performance of adjacent buildings, two types of tuned inerter damper (TID) damping systems for adjacent buildings are proposed, which are composed of springs, inerter devices and dampers in serial or in parallel. The dynamic equations of TID adjacent building damping systems were derived, and the H<sub>2</sub> norm criterion was used to optimize and adjust them, so that the system had the optimum damping performance under white noise random excitation. Taking TID frequency ratio and damping ratio as optimization parameters, the optimum analytical solutions of the displacement frequency response of the undamped structure under white noise excitation were obtained. The results showed that compared with the classic TMD, TID could obtain a better damping effect in the adjacent buildings. Comparing the TIDs composed of serial or parallel, it was found that the parallel TIDs had more significant advantages in controlling the peak displacement frequency response, while the H<sub>2</sub> norm of the displacement frequency response of the damping system under the coupling of serial TID was smaller. Taking the adjacent building composed of two ten-story frame structures as an example, the displacement and energy collection time history analysis of the adjacent building coupled with the optimum design parameter TIDs were carried out. It was found that TID had a better damping effect in the full-time range compared with the classic TMD. This paper also studied the potential power of TID in adjacent buildings, which can be converted into available power resources during earthquakes." @default.
- W4386850011 created "2023-09-20" @default.
- W4386850011 creator A5011137794 @default.
- W4386850011 creator A5045407304 @default.
- W4386850011 creator A5055562824 @default.
- W4386850011 creator A5087590755 @default.
- W4386850011 date "2024-01-01" @default.
- W4386850011 modified "2023-09-27" @default.
- W4386850011 title "Parameters Optimization and Performance Evaluation of the Tuned Inerter Damper for the Seismic Protection of Adjacent Building Structures" @default.
- W4386850011 doi "https://doi.org/10.32604/cmes.2023.029044" @default.
- W4386850011 hasPublicationYear "2024" @default.
- W4386850011 type Work @default.
- W4386850011 citedByCount "0" @default.
- W4386850011 crossrefType "journal-article" @default.
- W4386850011 hasAuthorship W4386850011A5011137794 @default.
- W4386850011 hasAuthorship W4386850011A5045407304 @default.
- W4386850011 hasAuthorship W4386850011A5055562824 @default.
- W4386850011 hasAuthorship W4386850011A5087590755 @default.
- W4386850011 hasBestOaLocation W43868500111 @default.
- W4386850011 hasConcept C107551265 @default.
- W4386850011 hasConcept C112633086 @default.
- W4386850011 hasConcept C121332964 @default.
- W4386850011 hasConcept C124139854 @default.
- W4386850011 hasConcept C127413603 @default.
- W4386850011 hasConcept C140096630 @default.
- W4386850011 hasConcept C154945302 @default.
- W4386850011 hasConcept C15744967 @default.
- W4386850011 hasConcept C198394728 @default.
- W4386850011 hasConcept C24890656 @default.
- W4386850011 hasConcept C2775924081 @default.
- W4386850011 hasConcept C41008148 @default.
- W4386850011 hasConcept C47446073 @default.
- W4386850011 hasConcept C542102704 @default.
- W4386850011 hasConcept C66938386 @default.
- W4386850011 hasConcept C76155785 @default.
- W4386850011 hasConceptScore W4386850011C107551265 @default.
- W4386850011 hasConceptScore W4386850011C112633086 @default.
- W4386850011 hasConceptScore W4386850011C121332964 @default.
- W4386850011 hasConceptScore W4386850011C124139854 @default.
- W4386850011 hasConceptScore W4386850011C127413603 @default.
- W4386850011 hasConceptScore W4386850011C140096630 @default.
- W4386850011 hasConceptScore W4386850011C154945302 @default.
- W4386850011 hasConceptScore W4386850011C15744967 @default.
- W4386850011 hasConceptScore W4386850011C198394728 @default.
- W4386850011 hasConceptScore W4386850011C24890656 @default.
- W4386850011 hasConceptScore W4386850011C2775924081 @default.
- W4386850011 hasConceptScore W4386850011C41008148 @default.
- W4386850011 hasConceptScore W4386850011C47446073 @default.
- W4386850011 hasConceptScore W4386850011C542102704 @default.
- W4386850011 hasConceptScore W4386850011C66938386 @default.
- W4386850011 hasConceptScore W4386850011C76155785 @default.
- W4386850011 hasIssue "1" @default.
- W4386850011 hasLocation W43868500111 @default.
- W4386850011 hasOpenAccess W4386850011 @default.
- W4386850011 hasPrimaryLocation W43868500111 @default.
- W4386850011 hasRelatedWork W1976834674 @default.
- W4386850011 hasRelatedWork W2023192475 @default.
- W4386850011 hasRelatedWork W2044797147 @default.
- W4386850011 hasRelatedWork W2115054685 @default.
- W4386850011 hasRelatedWork W2380712984 @default.
- W4386850011 hasRelatedWork W2386059795 @default.
- W4386850011 hasRelatedWork W4213126100 @default.
- W4386850011 hasRelatedWork W4280631599 @default.
- W4386850011 hasRelatedWork W4383107941 @default.
- W4386850011 hasRelatedWork W2290928205 @default.
- W4386850011 hasVolume "138" @default.
- W4386850011 isParatext "false" @default.
- W4386850011 isRetracted "false" @default.
- W4386850011 workType "article" @default.