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- W2355283669 abstract "Most of aseismic structural design methods based on force or displacement can't reflect the effect of duration of ground motion, but the energy-based seismic design methods can do. We classified 302 ground motion records of the Northridge earthquake into 15 groups according to site type and strong ground motion duration, analyzed the nonlinear time history of SDOF with normalized peak ground acceleration using deteriorated concrete trilinear hysteretic model, to study the influences of site type, duration of strong ground motion, level of strength and period of structural vibration on hysteretic energy. Compared with mean hysteretic energy, it is found that hysteretic energy is strongly dependent on site conditions and duration of strong ground motion for a given peak ground acceleration and strength level. Hysteretic energy will increase with increasing strong ground motion duration and site characteristic period. By means of nonlinear regression analysis, the simple computing formulation of hysteretic energy is established, in which peak ground acceleration, peak ground velocity and the duration of strong ground motion are considered." @default.
- W2355283669 created "2016-06-24" @default.
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- W2355283669 date "2007-01-01" @default.
- W2355283669 modified "2023-09-24" @default.
- W2355283669 title "Hysteretic Energy Spectra Considering Site Type and Duration of Strong Ground Motion" @default.
- W2355283669 hasPublicationYear "2007" @default.
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