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- W2371657515 abstract "Adopting axial force and bending moment coactions equivalent rigidity method, the longitudinal nonlinear responses of a shield tunnel are analyzed, subjected to various earthquake incidence and soil-structure interaction. The rationality and applicability with considering such coactions or without are demonstrated for ordinary and higher level ground motions. Such influence aspects as equivalent rigidity, soil non-linearity and bolt plasticity are discussed in detail, providing an academic foundation for cognizing the dynamic behaviors of shield tunnel and upgrading its seismic design." @default.
- W2371657515 created "2016-06-24" @default.
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- W2371657515 date "2005-01-01" @default.
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- W2371657515 title "Research on longitudinal nonlinear seismic response of shield tunnel" @default.
- W2371657515 hasPublicationYear "2005" @default.
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