A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Strong ground motion data recorded at the Idaho National Laboratory during the 1983 Borah Peak, Idaho earthquake
The Idaho National Engineering Laboratory (INEL) is located approximately 80 km southeast of the epicenter for the 1983 M(sub S) 7.3 Borah Peak Idaho earthquake. Thirteen strong-motion accelerographs located at various facilities around the INEL Site recorded strong-ground motions from the Borah Peak earthquake. The strong-motion records were digitized and processed resulting in corrected acceleration, velocity, and displacement time-histories and response and Fourier spectra. Peak horizontal accelerations had a range of 0.022 to 0.078 g for accelerographs located at free-field and basement sites. Values of 0.037 (minus) 0.817 g were recorded at accelerographs located within structures above basement level. Peak vertical accelerations ranged from 0.16 (basement level) to 0.059 g (top of structures). The peak amplitudes of the response and Fourier Spectra occur in the 2 -- 10 hz frequency range. Appendices include Borah Peak earthquake accelerograph data printouts. 8 refs., 4 figs., 7 tabs.
Strong ground motion data recorded at the Idaho National Laboratory during the 1983 Borah Peak, Idaho earthquake
The Idaho National Engineering Laboratory (INEL) is located approximately 80 km southeast of the epicenter for the 1983 M(sub S) 7.3 Borah Peak Idaho earthquake. Thirteen strong-motion accelerographs located at various facilities around the INEL Site recorded strong-ground motions from the Borah Peak earthquake. The strong-motion records were digitized and processed resulting in corrected acceleration, velocity, and displacement time-histories and response and Fourier spectra. Peak horizontal accelerations had a range of 0.022 to 0.078 g for accelerographs located at free-field and basement sites. Values of 0.037 (minus) 0.817 g were recorded at accelerographs located within structures above basement level. Peak vertical accelerations ranged from 0.16 (basement level) to 0.059 g (top of structures). The peak amplitudes of the response and Fourier Spectra occur in the 2 -- 10 hz frequency range. Appendices include Borah Peak earthquake accelerograph data printouts. 8 refs., 4 figs., 7 tabs.
Strong ground motion data recorded at the Idaho National Laboratory during the 1983 Borah Peak, Idaho earthquake
S. M. Jackson (author) / J. J. King (author) / D. M. Anderson (author) / G. S. Carpenter (author) / H. A. Adams (author)
1991
143 pages
Report
No indication
English
Geology & Geophysics , Structural Analyses , Earthquakes , Computer Output Devices , Data Base Management , Data Compilation , Earthquake Magnitude , Epicenters , Ground Water , Idaho , Longitudinal Momentum , Plotters , Seismic P Waves , Seismic S Waves , Spectral Response , Idaho National Engineering Laboratory , EDB/580000
Idaho National Engineering Laboratory, Idaho
| British Library Conference Proceedings | 1995