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Investigation of seismic stability of arch dams
Three-dimensional hydroelastic problem of oscillations of flexible dams in liquid medium in presence of seismic disturbance is examined under consideration of joint action of inertia forces and hydrodynamic pressure; coefficients of expansion of function sought are approximately determined; method lends itself easily to algorithmization and programming.
Investigation of seismic stability of arch dams
Three-dimensional hydroelastic problem of oscillations of flexible dams in liquid medium in presence of seismic disturbance is examined under consideration of joint action of inertia forces and hydrodynamic pressure; coefficients of expansion of function sought are approximately determined; method lends itself easily to algorithmization and programming.
Investigation of seismic stability of arch dams
Issledovanie seismostoikosti arochnoi plotiny
Tananaiko, O.D. (Autor:in)
1967
4 pages
Aufsatz (Zeitschrift)
Russisch
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