FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2918557632> ?p ?o ?g. }

• W2918557632 abstract "A viscous-slip interface model is proposed to simulate the contact state between a tunnel lining structure and the surrounding rock. The boundary integral equation method is adopted to solve the scattering of the plane SV wave by a tunnel lining in an elastic half-space. We place special emphasis on the dynamic stress concentration of the lining and the amplification effect on the surface displacement near the tunnel. Scattered waves in the lining and half-space are constructed using the fictitious wave sources close to the lining surfaces based on Green’s functions of cylindrical expansion and the shear wave source. The magnitudes of the fictitious wave sources are determined by viscous-slip boundary conditions, and then the total response is obtained by superposition of the free and scattered fields. The slip stiffness and viscosity coefficients at the lining-surrounding rock interface have a significant influence on the dynamic stress distribution and the nearby surface displacement response in the tunnel lining. Their influence is controlled by the incident wave frequency and angle. The hoop stress increases gradually in the inner wall of the lining as sliding stiffness increases under a low-frequency incident wave. In the high-frequency resonance frequency band, where incident wave frequency is consistent with the natural frequency of the soil column above the tunnel, the dynamic stress concentration effect is more significant when it is smaller. The dynamic stress concentration factor inside the lining decreases gradually as the viscosity coefficient increases. The spatial distribution and the displacement amplitudes of surface displacement near the tunnel change as incident wave frequency and angle increase. The effective dynamic analysis of the underground structure under an actual strong dynamic load should consider the slip effect at the lining-surrounding rock interface." @default.
• W2918557632 created "2019-03-11" @default.
• W2918557632 creator A5013934615 @default.
• W2918557632 creator A5032311833 @default.
• W2918557632 creator A5060685901 @default.
• W2918557632 creator A5083739256 @default.
• W2918557632 date "2019-03-06" @default.
• W2918557632 modified "2023-10-17" @default.
• W2918557632 title "IBIEM Analysis of Dynamic Response of a Shallowly Buried Lined Tunnel Based on Viscous-Slip Interface Model" @default.
• W2918557632 cites W1973030501 @default.
• W2918557632 cites W1993789647 @default.
• W2918557632 cites W1998383125 @default.
• W2918557632 cites W2003960453 @default.
• W2918557632 cites W2008614493 @default.
• W2918557632 cites W2020737706 @default.
• W2918557632 cites W2027332479 @default.
• W2918557632 cites W2035418727 @default.
• W2918557632 cites W2035589077 @default.
• W2918557632 cites W2038066723 @default.
• W2918557632 cites W2063403291 @default.
• W2918557632 cites W2067768222 @default.
• W2918557632 cites W2069808702 @default.
• W2918557632 cites W2079995930 @default.
• W2918557632 cites W2085044911 @default.
• W2918557632 cites W2089262722 @default.
• W2918557632 cites W2091748796 @default.
• W2918557632 cites W2146737047 @default.
• W2918557632 cites W2341622709 @default.
• W2918557632 cites W2400814029 @default.
• W2918557632 cites W2460602789 @default.
• W2918557632 cites W2554119015 @default.
• W2918557632 cites W2618880012 @default.
• W2918557632 cites W2743652019 @default.
• W2918557632 cites W2790194647 @default.
• W2918557632 cites W4238229642 @default.
• W2918557632 doi "https://doi.org/10.1155/2019/1025483" @default.
• W2918557632 hasPublicationYear "2019" @default.
• W2918557632 type Work @default.
• W2918557632 sameAs 2918557632 @default.
• W2918557632 citedByCount "0" @default.
• W2918557632 crossrefType "journal-article" @default.
• W2918557632 hasAuthorship W2918557632A5013934615 @default.
• W2918557632 hasAuthorship W2918557632A5032311833 @default.
• W2918557632 hasAuthorship W2918557632A5060685901 @default.
• W2918557632 hasAuthorship W2918557632A5083739256 @default.
• W2918557632 hasBestOaLocation W29185576321 @default.
• W2918557632 hasConcept C120665830 @default.
• W2918557632 hasConcept C121332964 @default.
• W2918557632 hasConcept C127313418 @default.
• W2918557632 hasConcept C159985019 @default.
• W2918557632 hasConcept C180205008 @default.
• W2918557632 hasConcept C182310444 @default.
• W2918557632 hasConcept C187320778 @default.
• W2918557632 hasConcept C192562407 @default.
• W2918557632 hasConcept C195268267 @default.
• W2918557632 hasConcept C27753989 @default.
• W2918557632 hasConcept C2779372316 @default.
• W2918557632 hasConcept C57879066 @default.
• W2918557632 hasConcept C62520636 @default.
• W2918557632 hasConcept C86038547 @default.
• W2918557632 hasConcept C97355855 @default.
• W2918557632 hasConceptScore W2918557632C120665830 @default.
• W2918557632 hasConceptScore W2918557632C121332964 @default.
• W2918557632 hasConceptScore W2918557632C127313418 @default.
• W2918557632 hasConceptScore W2918557632C159985019 @default.
• W2918557632 hasConceptScore W2918557632C180205008 @default.
• W2918557632 hasConceptScore W2918557632C182310444 @default.
• W2918557632 hasConceptScore W2918557632C187320778 @default.
• W2918557632 hasConceptScore W2918557632C192562407 @default.
• W2918557632 hasConceptScore W2918557632C195268267 @default.
• W2918557632 hasConceptScore W2918557632C27753989 @default.
• W2918557632 hasConceptScore W2918557632C2779372316 @default.
• W2918557632 hasConceptScore W2918557632C57879066 @default.
• W2918557632 hasConceptScore W2918557632C62520636 @default.
• W2918557632 hasConceptScore W2918557632C86038547 @default.
• W2918557632 hasConceptScore W2918557632C97355855 @default.
• W2918557632 hasFunder F4320321001 @default.
• W2918557632 hasLocation W29185576321 @default.
• W2918557632 hasOpenAccess W2918557632 @default.
• W2918557632 hasPrimaryLocation W29185576321 @default.
• W2918557632 hasRelatedWork W1965553272 @default.
• W2918557632 hasRelatedWork W1975258666 @default.
• W2918557632 hasRelatedWork W2159023835 @default.
• W2918557632 hasRelatedWork W2319393847 @default.
• W2918557632 hasRelatedWork W2332778208 @default.
• W2918557632 hasRelatedWork W2351872410 @default.
• W2918557632 hasRelatedWork W2353639525 @default.
• W2918557632 hasRelatedWork W2360628011 @default.
• W2918557632 hasRelatedWork W2367726374 @default.
• W2918557632 hasRelatedWork W2373073450 @default.
• W2918557632 hasRelatedWork W2374805371 @default.
• W2918557632 hasRelatedWork W2389195862 @default.
• W2918557632 hasRelatedWork W2770739216 @default.
• W2918557632 hasRelatedWork W2802017303 @default.
• W2918557632 hasRelatedWork W2922401969 @default.
• W2918557632 hasRelatedWork W2969765854 @default.
• W2918557632 hasRelatedWork W2980633203 @default.
• W2918557632 hasRelatedWork W3196033969 @default.
• W2918557632 hasRelatedWork W3212591351 @default.
• W2918557632 hasRelatedWork W2186200649 @default.

• next