Matches in SemOpenAlex for { <https://semopenalex.org/work/W2914554080> ?p ?o ?g. }
Showing items 1 to 82 of
82
with 100 items per page.
- W2914554080 endingPage "15" @default.
- W2914554080 startingPage "1" @default.
- W2914554080 abstract "For a new type of postearthquake temporary prefabricated lightweight steel structure proposed in this paper, mainly composed of steel frame, prefabricated hanger slabs, prefabricated hanger columns, reinforced concrete superposed slabs, etc., parameters of dynamic property for the structure, including natural frequency, vibration mode, damping ratio, etc., are determined by the test method. For prefabricated hanger columns and prefabricated hanger slabs, they are all produced with construction waste in factory and assembled on-site, which can form exterior walls. The united method, based on forced vibration method and ambient random vibration method, can quickly obtain accurate natural frequencies of the full-scale two-story experimental model. In this paper, damping oscillatory method is used to obtain damping ratio which can be determined only by the test method. In order to analyse the modal of the experimental model, a finite element model for the full-scale two-story experimental model is established, where the weight of prefabricated hanger slabs is assumed to be supported by prefabricated hanger columns, and the stiffness of prefabricated hanger columns is also increased. In addition, the connections between lightweight steel frame and prefabricated hanger columns are regarded as flexible connection. Comparing natural frequencies obtained from the finite element method with that obtained from the test method, magnification factor of stiffness for prefabricated hanger column is determined. In the analysis of modal for the full-scale two-story experimental model, the results show that the experimental model satisfies the requirement of design for seismic performance." @default.
- W2914554080 created "2019-02-21" @default.
- W2914554080 creator A5046844707 @default.
- W2914554080 creator A5050234237 @default.
- W2914554080 creator A5053648007 @default.
- W2914554080 creator A5058197731 @default.
- W2914554080 date "2019-02-14" @default.
- W2914554080 modified "2023-10-06" @default.
- W2914554080 title "Dynamic Property of a New Type of Postearthquake Temporary Prefabricated Lightweight Steel Structure" @default.
- W2914554080 cites W1985125857 @default.
- W2914554080 cites W1989513493 @default.
- W2914554080 cites W1995362614 @default.
- W2914554080 cites W1997233368 @default.
- W2914554080 cites W2016312057 @default.
- W2914554080 cites W2025857007 @default.
- W2914554080 cites W2034659387 @default.
- W2914554080 cites W2034820312 @default.
- W2914554080 cites W2051129602 @default.
- W2914554080 cites W2053390746 @default.
- W2914554080 cites W2059158184 @default.
- W2914554080 cites W2087109911 @default.
- W2914554080 cites W2093417821 @default.
- W2914554080 cites W2155412947 @default.
- W2914554080 cites W2725043615 @default.
- W2914554080 cites W4245879732 @default.
- W2914554080 cites W2810227866 @default.
- W2914554080 doi "https://doi.org/10.1155/2019/7891948" @default.
- W2914554080 hasPublicationYear "2019" @default.
- W2914554080 type Work @default.
- W2914554080 sameAs 2914554080 @default.
- W2914554080 citedByCount "1" @default.
- W2914554080 countsByYear W29145540802019 @default.
- W2914554080 crossrefType "journal-article" @default.
- W2914554080 hasAuthorship W2914554080A5046844707 @default.
- W2914554080 hasAuthorship W2914554080A5050234237 @default.
- W2914554080 hasAuthorship W2914554080A5053648007 @default.
- W2914554080 hasAuthorship W2914554080A5058197731 @default.
- W2914554080 hasBestOaLocation W29145540801 @default.
- W2914554080 hasConcept C104286136 @default.
- W2914554080 hasConcept C121332964 @default.
- W2914554080 hasConcept C127413603 @default.
- W2914554080 hasConcept C135628077 @default.
- W2914554080 hasConcept C159985019 @default.
- W2914554080 hasConcept C192562407 @default.
- W2914554080 hasConcept C198394728 @default.
- W2914554080 hasConcept C24890656 @default.
- W2914554080 hasConcept C2779372316 @default.
- W2914554080 hasConcept C66938386 @default.
- W2914554080 hasConcept C71139939 @default.
- W2914554080 hasConcept C78736273 @default.
- W2914554080 hasConceptScore W2914554080C104286136 @default.
- W2914554080 hasConceptScore W2914554080C121332964 @default.
- W2914554080 hasConceptScore W2914554080C127413603 @default.
- W2914554080 hasConceptScore W2914554080C135628077 @default.
- W2914554080 hasConceptScore W2914554080C159985019 @default.
- W2914554080 hasConceptScore W2914554080C192562407 @default.
- W2914554080 hasConceptScore W2914554080C198394728 @default.
- W2914554080 hasConceptScore W2914554080C24890656 @default.
- W2914554080 hasConceptScore W2914554080C2779372316 @default.
- W2914554080 hasConceptScore W2914554080C66938386 @default.
- W2914554080 hasConceptScore W2914554080C71139939 @default.
- W2914554080 hasConceptScore W2914554080C78736273 @default.
- W2914554080 hasLocation W29145540801 @default.
- W2914554080 hasOpenAccess W2914554080 @default.
- W2914554080 hasPrimaryLocation W29145540801 @default.
- W2914554080 hasRelatedWork W1995936623 @default.
- W2914554080 hasRelatedWork W2024262584 @default.
- W2914554080 hasRelatedWork W2056843609 @default.
- W2914554080 hasRelatedWork W2125253199 @default.
- W2914554080 hasRelatedWork W2347360774 @default.
- W2914554080 hasRelatedWork W2373090446 @default.
- W2914554080 hasRelatedWork W2377845199 @default.
- W2914554080 hasRelatedWork W2384837971 @default.
- W2914554080 hasRelatedWork W2393145056 @default.
- W2914554080 hasRelatedWork W2940310101 @default.
- W2914554080 hasVolume "2019" @default.
- W2914554080 isParatext "false" @default.
- W2914554080 isRetracted "false" @default.
- W2914554080 magId "2914554080" @default.
- W2914554080 workType "article" @default.