Proceedings of Conference, Earthquake Engineering for Water Projects: A Two-day Conference Sponsored by the State of California, the Resources Agency, Department of Water Resources, January 15 and 16, 1974, Sacramento, CaliforniaResources Agency, State of California, Department of Water Resources, 1974 - Earthquake engineering - 213 pages |
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Page 84
... acceleration , velocity , or displacement of the single - degree - of ... peak re- sponse from each of the three modes . A much more likely ... ground motion and that of the structure or of the combined structure and soil . Are the models ...
... acceleration , velocity , or displacement of the single - degree - of ... peak re- sponse from each of the three modes . A much more likely ... ground motion and that of the structure or of the combined structure and soil . Are the models ...
Page 157
... peak ground acceleration ( PGA ) at the site for the next 50 years is presented . 2. Using the tripartite plots used by DWR ( ref . 7 ) , obtain the response acceleration values . Particular dynamic characteristics of power circuit ...
... peak ground acceleration ( PGA ) at the site for the next 50 years is presented . 2. Using the tripartite plots used by DWR ( ref . 7 ) , obtain the response acceleration values . Particular dynamic characteristics of power circuit ...
Page 158
... peak ground acceleration Y will be less than or equal to y in t years . Pyyint years = q Figure 9 shows this cumulative distribution function for t = 10 , 50 and 100 years . If we take 50 years as a time period of interest , a ...
... peak ground acceleration Y will be less than or equal to y in t years . Pyyint years = q Figure 9 shows this cumulative distribution function for t = 10 , 50 and 100 years . If we take 50 years as a time period of interest , a ...
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accelerogram agencies Angeles arch dam blast circuit breaker construction cracks current dividers curves D&C Sacramento damage dampers damping factor Department of Water design earthquake determine developed displacement Division of D&C dynamic analysis Earthquake Engineering effects elastic embankment evaluation facilities feet Figure finite element geologic ground motion ground shaking hydraulic fill inelastic installed insulator insulator strings loads located magnitude maximum ment methods modifications natural frequency occurred P. O. Box Palk peak acceleration peak ground acceleration pipe planning power circuit breaker problems procedures Pumping Plant quake quake engineering recorded repair reservoir response spectrum Sacramento Safety of Dams San Andreas fault San Fernando Dam San Fernando earthquake seismic design shock isolation soil Southern California Edison spectra Street San Francisco stresses strong motion structures tank techniques tests thrust fault valve vibration Water and Power Water District water projects Water Resources Division