Matches in SemOpenAlex for { <https://semopenalex.org/work/W2151131086> ?p ?o ?g. }
Showing items 1 to 74 of
74
with 100 items per page.
- W2151131086 endingPage "396" @default.
- W2151131086 startingPage "381" @default.
- W2151131086 abstract "To study the effects of nonlinearity in the seismic response of soils, a numerical simulation of the propagation of vertically incident seismic waves in hor- izontal soil layers were performed. Shear noiselike and monochromatic seismic waves of various intensities were used as input signals. The behavior of soils was described by a nonlinear hysteretic model. To extract and study nonlinear compo- nents in the ground response, the nonlinear system identification method and analysis of higher-order spectra of oscillations on the surface were applied. Even for weak input signals, the response of the simulated soils contained a noticeable nonlinear component. An increase in the intensity of input signals led to increasing distortions of propagating signals, due to the generation and growth of combination-frequency harmonics. The results show that odd types of nonlinearity are most typical for soils, such as cubic and fifth-order nonlinearities, causing generation of the third and fifth higher harmonics of main frequencies of input signals. Nonlinearities of even types, such as quadratic, fourth-order, and sixth-order, concerned with asymmetry, or skew- ness, of oscillations (i.e., quasi-static deformations of the surface) are usually weak, except some special cases, in which a stress-strain relationship of a soil can be rep- resented by functions with noticeable even components. A weak nonlinearity results in an increase in high-frequency components, due to the generation of higher har- monics. In cases of strong nonlinearity, in which a decrease in amplification and in shear moduli become noticeable, changes in spectra of propagating signals achieve their maximum. As a result, input signals with arbitrary spectra are transformed into output signals with spectra of the type of E(f ) � f k , where k depends on the properties of the medium." @default.
- W2151131086 created "2016-06-24" @default.
- W2151131086 creator A5058011480 @default.
- W2151131086 date "2001-04-01" @default.
- W2151131086 modified "2023-09-27" @default.
- W2151131086 title "Nonlinear Seismic Effects in Soils: Numerical Simulation and Study" @default.
- W2151131086 cites W1491085163 @default.
- W2151131086 cites W1519946308 @default.
- W2151131086 cites W1965647902 @default.
- W2151131086 cites W1972921579 @default.
- W2151131086 cites W1982189121 @default.
- W2151131086 cites W2006224187 @default.
- W2151131086 cites W2018388266 @default.
- W2151131086 cites W2049170676 @default.
- W2151131086 cites W2088953702 @default.
- W2151131086 cites W2133462907 @default.
- W2151131086 cites W2141856504 @default.
- W2151131086 cites W2159426678 @default.
- W2151131086 cites W2167117178 @default.
- W2151131086 cites W2338987518 @default.
- W2151131086 cites W2345524549 @default.
- W2151131086 cites W3038282287 @default.
- W2151131086 cites W2012906702 @default.
- W2151131086 doi "https://doi.org/10.1785/0120000047" @default.
- W2151131086 hasPublicationYear "2001" @default.
- W2151131086 type Work @default.
- W2151131086 sameAs 2151131086 @default.
- W2151131086 citedByCount "32" @default.
- W2151131086 countsByYear W21511310862012 @default.
- W2151131086 countsByYear W21511310862013 @default.
- W2151131086 countsByYear W21511310862016 @default.
- W2151131086 countsByYear W21511310862017 @default.
- W2151131086 countsByYear W21511310862018 @default.
- W2151131086 countsByYear W21511310862019 @default.
- W2151131086 countsByYear W21511310862020 @default.
- W2151131086 countsByYear W21511310862022 @default.
- W2151131086 countsByYear W21511310862023 @default.
- W2151131086 crossrefType "journal-article" @default.
- W2151131086 hasAuthorship W2151131086A5058011480 @default.
- W2151131086 hasConcept C121332964 @default.
- W2151131086 hasConcept C127313418 @default.
- W2151131086 hasConcept C158622935 @default.
- W2151131086 hasConcept C159390177 @default.
- W2151131086 hasConcept C159750122 @default.
- W2151131086 hasConcept C187320778 @default.
- W2151131086 hasConcept C62520636 @default.
- W2151131086 hasConceptScore W2151131086C121332964 @default.
- W2151131086 hasConceptScore W2151131086C127313418 @default.
- W2151131086 hasConceptScore W2151131086C158622935 @default.
- W2151131086 hasConceptScore W2151131086C159390177 @default.
- W2151131086 hasConceptScore W2151131086C159750122 @default.
- W2151131086 hasConceptScore W2151131086C187320778 @default.
- W2151131086 hasConceptScore W2151131086C62520636 @default.
- W2151131086 hasIssue "2" @default.
- W2151131086 hasLocation W21511310861 @default.
- W2151131086 hasOpenAccess W2151131086 @default.
- W2151131086 hasPrimaryLocation W21511310861 @default.
- W2151131086 hasRelatedWork W199185053 @default.
- W2151131086 hasRelatedWork W2115818891 @default.
- W2151131086 hasRelatedWork W2197620993 @default.
- W2151131086 hasRelatedWork W2351784233 @default.
- W2151131086 hasRelatedWork W2361720056 @default.
- W2151131086 hasRelatedWork W2368275706 @default.
- W2151131086 hasRelatedWork W2484909911 @default.
- W2151131086 hasRelatedWork W2593726052 @default.
- W2151131086 hasRelatedWork W4366963996 @default.
- W2151131086 hasRelatedWork W613015653 @default.
- W2151131086 hasVolume "91" @default.
- W2151131086 isParatext "false" @default.
- W2151131086 isRetracted "false" @default.
- W2151131086 magId "2151131086" @default.
- W2151131086 workType "article" @default.