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Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings - MaRDI portal

Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings (Q3129573)

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Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings
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    Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings (English)
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    29 January 1998
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    total Lagrangian formulation
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    large displacements
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    four-node isoparametric cable element
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    earthquake induced forces
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    energy dissipation
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