FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200241610> ?p ?o ?g. }

• W4200241610 endingPage "3514" @default.
• W4200241610 startingPage "3485" @default.
• W4200241610 abstract "In this paper the seismic response of linear behaving structures resting on compliant soil is addressed through the application of the Preisach formalism to capture the soil nonlinearities. The novel application of the Preisach model of hysteresis for nonlinear soil-structure interaction problems is explored through the study of the seismic response of a real structure. Through a harmonic balance procedure, furthermore, simplified nonlinear springs and dashpots are derived in closed form for a ready and accurate evaluation of the nonlinear soil-structure interaction response. The selected case study is the bell tower of the Messina Cathedral in Italy. The Bell Tower hosts the largest and most complex mechanical and astronomical clock in the world and it has been recently equipped by a permanent seismic monitoring system. A pertinent finite element (FE) model including the superstructure and the soil underneath, has been defined using authentic drawings and engineering design reports. The modal properties of the FE model have been compared with the experimental ones, identified from environmental noise recorded through the seismic monitoring system. Furthermore, the FE model has been validated by means of acceleration time histories recorded at different floors during two independent seismic events. A nonlinear incremental dynamic analysis of the Bell Tower has been also performed. The seismic response obtained by the complete FE analysis, has been compared with the proposed Preisach lumped parameter model, assembled with nonlinear springs and nonlinear dashpots. The results are well in agreement, offering an alternative promising strategy for the nonlinear soil-structure interaction studies." @default.
• W4200241610 created "2021-12-31" @default.
• W4200241610 creator A5014171363 @default.
• W4200241610 creator A5023607764 @default.
• W4200241610 creator A5050494220 @default.
• W4200241610 creator A5052430958 @default.
• W4200241610 creator A5071482115 @default.
• W4200241610 creator A5077115832 @default.
• W4200241610 date "2021-12-02" @default.
• W4200241610 modified "2023-10-06" @default.
• W4200241610 title "Seismic response of nonlinear soil-structure interaction systems through the Preisach formalism: the Messina Bell Tower case study" @default.
• W4200241610 cites W1121602945 @default.
• W4200241610 cites W1571556337 @default.
• W4200241610 cites W1610669201 @default.
• W4200241610 cites W1968781827 @default.
• W4200241610 cites W1970384971 @default.
• W4200241610 cites W1972107422 @default.
• W4200241610 cites W1972272253 @default.
• W4200241610 cites W1976300491 @default.
• W4200241610 cites W1976320740 @default.
• W4200241610 cites W1978748459 @default.
• W4200241610 cites W1984689897 @default.
• W4200241610 cites W1986658871 @default.
• W4200241610 cites W1992364264 @default.
• W4200241610 cites W1995552977 @default.
• W4200241610 cites W2000662230 @default.
• W4200241610 cites W2021626480 @default.
• W4200241610 cites W2023258736 @default.
• W4200241610 cites W2039365618 @default.
• W4200241610 cites W2041470452 @default.
• W4200241610 cites W2058582201 @default.
• W4200241610 cites W2064075068 @default.
• W4200241610 cites W2075315063 @default.
• W4200241610 cites W2082179468 @default.
• W4200241610 cites W2090084363 @default.
• W4200241610 cites W2119404343 @default.
• W4200241610 cites W2142752927 @default.
• W4200241610 cites W2149253405 @default.
• W4200241610 cites W2160289010 @default.
• W4200241610 cites W2187582996 @default.
• W4200241610 cites W2618820345 @default.
• W4200241610 cites W2785660825 @default.
• W4200241610 cites W2914589779 @default.
• W4200241610 cites W2988907874 @default.
• W4200241610 cites W3005335148 @default.
• W4200241610 cites W3133844212 @default.
• W4200241610 cites W3162592237 @default.
• W4200241610 cites W32400009 @default.
• W4200241610 cites W4310306702 @default.
• W4200241610 cites W595325313 @default.
• W4200241610 cites W2979248245 @default.
• W4200241610 doi "https://doi.org/10.1007/s10518-021-01268-w" @default.
• W4200241610 hasPublicationYear "2021" @default.
• W4200241610 type Work @default.
• W4200241610 citedByCount "3" @default.
• W4200241610 countsByYear W42002416102022 @default.
• W4200241610 countsByYear W42002416102023 @default.
• W4200241610 crossrefType "journal-article" @default.
• W4200241610 hasAuthorship W4200241610A5014171363 @default.
• W4200241610 hasAuthorship W4200241610A5023607764 @default.
• W4200241610 hasAuthorship W4200241610A5050494220 @default.
• W4200241610 hasAuthorship W4200241610A5052430958 @default.
• W4200241610 hasAuthorship W4200241610A5071482115 @default.
• W4200241610 hasAuthorship W4200241610A5077115832 @default.
• W4200241610 hasBestOaLocation W42002416102 @default.
• W4200241610 hasConcept C121332964 @default.
• W4200241610 hasConcept C127313418 @default.
• W4200241610 hasConcept C127413603 @default.
• W4200241610 hasConcept C135628077 @default.
• W4200241610 hasConcept C158622935 @default.
• W4200241610 hasConcept C182358397 @default.
• W4200241610 hasConcept C2776353801 @default.
• W4200241610 hasConcept C2779622475 @default.
• W4200241610 hasConcept C62520636 @default.
• W4200241610 hasConcept C66938386 @default.
• W4200241610 hasConceptScore W4200241610C121332964 @default.
• W4200241610 hasConceptScore W4200241610C127313418 @default.
• W4200241610 hasConceptScore W4200241610C127413603 @default.
• W4200241610 hasConceptScore W4200241610C135628077 @default.
• W4200241610 hasConceptScore W4200241610C158622935 @default.
• W4200241610 hasConceptScore W4200241610C182358397 @default.
• W4200241610 hasConceptScore W4200241610C2776353801 @default.
• W4200241610 hasConceptScore W4200241610C2779622475 @default.
• W4200241610 hasConceptScore W4200241610C62520636 @default.
• W4200241610 hasConceptScore W4200241610C66938386 @default.
• W4200241610 hasIssue "7" @default.
• W4200241610 hasLocation W42002416101 @default.
• W4200241610 hasLocation W42002416102 @default.
• W4200241610 hasOpenAccess W4200241610 @default.
• W4200241610 hasPrimaryLocation W42002416101 @default.
• W4200241610 hasRelatedWork W2016366627 @default.
• W4200241610 hasRelatedWork W2147272832 @default.
• W4200241610 hasRelatedWork W2350032752 @default.
• W4200241610 hasRelatedWork W2362478917 @default.
• W4200241610 hasRelatedWork W2366363060 @default.
• W4200241610 hasRelatedWork W2381670429 @default.
• W4200241610 hasRelatedWork W2591571032 @default.
• W4200241610 hasRelatedWork W4200241610 @default.

• next