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A platform for research: civil engineering, architecture and urbanism
Hydrodynamic pressure for design of dams subjected to earthquakes
Method is proposed to estimate maximum hydrodynamic pressure in two-dimensional reservoir subjected to horizontal earthquake motions; method parallels modal analysis used for buildings; hydrodynamic spectrum concept introduced results in curves that nearly match response spectra for sine, cosine, and El Centro 1940 ground motions; this leads to conclusion that ordinary damped spectra can be used for computing hydrodynamic water pressure.
Hydrodynamic pressure for design of dams subjected to earthquakes
Method is proposed to estimate maximum hydrodynamic pressure in two-dimensional reservoir subjected to horizontal earthquake motions; method parallels modal analysis used for buildings; hydrodynamic spectrum concept introduced results in curves that nearly match response spectra for sine, cosine, and El Centro 1940 ground motions; this leads to conclusion that ordinary damped spectra can be used for computing hydrodynamic water pressure.
Hydrodynamic pressure for design of dams subjected to earthquakes
ASCE Colegio de Ingenieros Civiles de Mexico -- Papers
Bustamante, J.I. (author) / Flores, A. (author)
ASCE Meeting ; 1966
1966
24 pages
Conference paper
English
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