Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313532851> ?p ?o ?g. }
Showing items 1 to 95 of
95
with 100 items per page.
- W4313532851 endingPage "426" @default.
- W4313532851 startingPage "410" @default.
- W4313532851 abstract "Abstract This study aims to investigate the influence of soil–structure interaction (SSI) on the seismic response of a nuclear island (NI) building with base isolation. Hence, modal and dynamic time‐history analyses of the NI building with base isolation based on different soil dynamic numerical models that are applicable for homogeneous and layered sites to consider the SSI effect were conducted. After a comparison analysis of natural frequencies, floor response spectra (FRS), and acceleration response of superstructure, the following results are obtained. (i) For homogeneous sites, the degrees of freedom of the horizontal translation and torsion of the NI building with base isolation calculated using different site dynamic numerical models have equivalent natural frequencies. For layered sites, the natural frequencies increase slightly with the improvement of the shear wave velocity of the upper layered soil. (ii) For homogeneous sites, FRS calculated by the massless foundation model is generally larger than those of the dynamic model proposed by the ASCE code and the viscoelastic artificial boundary site model. Both the spectral and peak values of horizontal FRS at a low frequency band calculated by considering the SSI effect are larger than those without the SSI effect. (iii) For layered sites, both the spectral and peak values of horizontal FRS at a low frequency band have an amplification effect compared with that of a homogeneous site. (iv) For layered sites, the calculated horizontal acceleration response does not have evident law that changes with the degree of hardness and softness of the upper soil. Therefore, the SSI effect for particular homogeneous and layered sites should be considered when calculating the seismic response of the NI building with base isolation." @default.
- W4313532851 created "2023-01-06" @default.
- W4313532851 creator A5007483922 @default.
- W4313532851 creator A5028450384 @default.
- W4313532851 creator A5075012459 @default.
- W4313532851 date "2022-12-01" @default.
- W4313532851 modified "2023-10-12" @default.
- W4313532851 title "Seismic response of a nuclear island building with base isolation considering the soil–structure interaction effect" @default.
- W4313532851 cites W1968380710 @default.
- W4313532851 cites W1984705231 @default.
- W4313532851 cites W2002770235 @default.
- W4313532851 cites W2022635013 @default.
- W4313532851 cites W2052405319 @default.
- W4313532851 cites W2070497279 @default.
- W4313532851 cites W2082944274 @default.
- W4313532851 cites W2767546807 @default.
- W4313532851 cites W2889459073 @default.
- W4313532851 cites W2895734172 @default.
- W4313532851 cites W3006480643 @default.
- W4313532851 cites W3025081985 @default.
- W4313532851 cites W3186838398 @default.
- W4313532851 doi "https://doi.org/10.1002/eer2.34" @default.
- W4313532851 hasPublicationYear "2022" @default.
- W4313532851 type Work @default.
- W4313532851 citedByCount "0" @default.
- W4313532851 crossrefType "journal-article" @default.
- W4313532851 hasAuthorship W4313532851A5007483922 @default.
- W4313532851 hasAuthorship W4313532851A5028450384 @default.
- W4313532851 hasAuthorship W4313532851A5075012459 @default.
- W4313532851 hasConcept C111335779 @default.
- W4313532851 hasConcept C117896860 @default.
- W4313532851 hasConcept C121332964 @default.
- W4313532851 hasConcept C127313418 @default.
- W4313532851 hasConcept C127413603 @default.
- W4313532851 hasConcept C135628077 @default.
- W4313532851 hasConcept C182358397 @default.
- W4313532851 hasConcept C187320778 @default.
- W4313532851 hasConcept C198394728 @default.
- W4313532851 hasConcept C24890656 @default.
- W4313532851 hasConcept C2524010 @default.
- W4313532851 hasConcept C2779622475 @default.
- W4313532851 hasConcept C2988284105 @default.
- W4313532851 hasConcept C33923547 @default.
- W4313532851 hasConcept C43947826 @default.
- W4313532851 hasConcept C56625316 @default.
- W4313532851 hasConcept C60486960 @default.
- W4313532851 hasConcept C66882249 @default.
- W4313532851 hasConcept C66938386 @default.
- W4313532851 hasConcept C68295578 @default.
- W4313532851 hasConcept C74650414 @default.
- W4313532851 hasConcept C78736273 @default.
- W4313532851 hasConcept C97355855 @default.
- W4313532851 hasConceptScore W4313532851C111335779 @default.
- W4313532851 hasConceptScore W4313532851C117896860 @default.
- W4313532851 hasConceptScore W4313532851C121332964 @default.
- W4313532851 hasConceptScore W4313532851C127313418 @default.
- W4313532851 hasConceptScore W4313532851C127413603 @default.
- W4313532851 hasConceptScore W4313532851C135628077 @default.
- W4313532851 hasConceptScore W4313532851C182358397 @default.
- W4313532851 hasConceptScore W4313532851C187320778 @default.
- W4313532851 hasConceptScore W4313532851C198394728 @default.
- W4313532851 hasConceptScore W4313532851C24890656 @default.
- W4313532851 hasConceptScore W4313532851C2524010 @default.
- W4313532851 hasConceptScore W4313532851C2779622475 @default.
- W4313532851 hasConceptScore W4313532851C2988284105 @default.
- W4313532851 hasConceptScore W4313532851C33923547 @default.
- W4313532851 hasConceptScore W4313532851C43947826 @default.
- W4313532851 hasConceptScore W4313532851C56625316 @default.
- W4313532851 hasConceptScore W4313532851C60486960 @default.
- W4313532851 hasConceptScore W4313532851C66882249 @default.
- W4313532851 hasConceptScore W4313532851C66938386 @default.
- W4313532851 hasConceptScore W4313532851C68295578 @default.
- W4313532851 hasConceptScore W4313532851C74650414 @default.
- W4313532851 hasConceptScore W4313532851C78736273 @default.
- W4313532851 hasConceptScore W4313532851C97355855 @default.
- W4313532851 hasIssue "4" @default.
- W4313532851 hasLocation W43135328511 @default.
- W4313532851 hasOpenAccess W4313532851 @default.
- W4313532851 hasPrimaryLocation W43135328511 @default.
- W4313532851 hasRelatedWork W2071597486 @default.
- W4313532851 hasRelatedWork W2353418619 @default.
- W4313532851 hasRelatedWork W2371882439 @default.
- W4313532851 hasRelatedWork W2382737620 @default.
- W4313532851 hasRelatedWork W24577968 @default.
- W4313532851 hasRelatedWork W2899253189 @default.
- W4313532851 hasRelatedWork W3019706880 @default.
- W4313532851 hasRelatedWork W3112743802 @default.
- W4313532851 hasRelatedWork W4307686057 @default.
- W4313532851 hasRelatedWork W4367681522 @default.
- W4313532851 hasVolume "1" @default.
- W4313532851 isParatext "false" @default.
- W4313532851 isRetracted "false" @default.
- W4313532851 workType "article" @default.