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This paper proposes an evaluation method to estimate the maximum response of high-rise reinforced concrete structures, considering the Peffect. This effect depends on the order of occurrence of the earthquake motions of varying strengths. Examining two events in which the earthquake motions extend to plastic deformation, the maximum response deformation can be evaluated by the accumulated values of each event. We regard two seismic responses as a consecutive seismic response and evaluate it with an estimate equation for the response increase rate. When a future seismic response does not extend into the plastically deformed region after having experienced plastic deformation previously, the future response deformation shows a different response due to residual deformation of a past earthquake. We arrange the equation to estimate the future response deformation with the quantity of standard deformation and residual deformation.

nihon kenchiku gakkai kozokei ronbunshu/nihon kenchiku gakkai kōzō-kei ronbunshū

EVALUATION OF MAXIMUM RESPONSE CONSIDERING P-&amp;Delta; EFFECT FOR HIGH-RISE REINFORCED CONCRETE STRUCTURES MULTIPLE ENCOUNTERING WITH A DIFFERENT EARTHQUAKE OF THE SCALE