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- W2393054131 abstract "Basic requirement and design principle of performance-based seismic design is put forward using deformation demands as design parameter.Performance-based seismic method of RC frame structures is illustrated.Firstly,the deformation demands are calculated using inelastic displacement spectra method.After drift demands satisfied specified limitation,plastic hinge rotation demands of beam and column are selected as design parameter.Combining anticipated performance objective,deformation capacity design will be accomplished using performance design equation of RC beam and column.The completed design procedure is exampled with a 10-story structure,and inelastic time history analysis is employed to validate the method.It shows that the inelastic displacement spectra method is efficient to calculate deformation demands,and quantified deformation capacity design will control the damage of structures under expected performance objects." @default.
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- W2393054131 date "2005-01-01" @default.
- W2393054131 modified "2023-09-25" @default.
- W2393054131 title "Performance-based seismic design method for RC frame structures" @default.
- W2393054131 hasPublicationYear "2005" @default.
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