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 66
... load capacity equal to one half that required to produce stress yielded by an elastic dynamic analysis . This means that the lateral loads implied by dynamic analysis do not develop . If they existed complete failure of the dam should ...
... load capacity equal to one half that required to produce stress yielded by an elastic dynamic analysis . This means that the lateral loads implied by dynamic analysis do not develop . If they existed complete failure of the dam should ...
Page 68
... loads , the sensitivity to load variation holds to a lesser degree for loads normal to the chord . Thus , the magnitude of the in- duced lateral forces is subordinate to the question of load distribution . This sensitivity of an arch is ...
... loads , the sensitivity to load variation holds to a lesser degree for loads normal to the chord . Thus , the magnitude of the in- duced lateral forces is subordinate to the question of load distribution . This sensitivity of an arch is ...
Page 136
... loads experienced . Using the impact loading information and the relative vertical displacements of the current dividers , the expected peak loads in the insulator strings could be determined . Assuming that the current divider rises ...
... loads experienced . Using the impact loading information and the relative vertical displacements of the current dividers , the expected peak loads in the insulator strings could be determined . Assuming that the current divider rises ...
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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