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Earthquake response of systems with bilinear hysteresis
Spectral study of behavior of systems subjected to earthquakes is presented, in which single degree of freedom systems with elasto-plastic and bilinear hysteresis are considered; investigations were conducted, with aid of digital computer, using accelerograms for N69W component of El Centro, Calif, earthquake of May 18, 1940, and N60W component of Taft, Calif, earthquake of July 21, 1952.
Earthquake response of systems with bilinear hysteresis
Spectral study of behavior of systems subjected to earthquakes is presented, in which single degree of freedom systems with elasto-plastic and bilinear hysteresis are considered; investigations were conducted, with aid of digital computer, using accelerograms for N69W component of El Centro, Calif, earthquake of May 18, 1940, and N60W component of Taft, Calif, earthquake of July 21, 1952.
Earthquake response of systems with bilinear hysteresis
ASCE -- Proc (J Structural Div)
Thomaides, S.S. (Autor:in)
1964
21 pages
Aufsatz (Zeitschrift)
Englisch
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