A Study on Seismic Peak Responses in a Sdof Elasto-Plastic System of Slip Hysteresis Characteristics

We experimented on the shaking table of the 1/6 scale models of slip hysterisis characteristics that assumes the timber structure. And, we experimented the addition of the damper to those models. This report verified the influence that the slip characteristic, the modulus of eccentricity, the floor stiffness, and the oil damper exert on the seismic peak response displacement. As a result, the seismic peak response displacement in the influence of the modulus of eccentricity and the floor stiffness is 3.0 times as large as that in the influence of the non horizontal twist behavior. Moreover, the oil damper had a large effect of the decrease.

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A Study on Seismic Peak Responses in a Sdof Elasto-Plastic System of Slip Hysteresis Characteristics

Cited by 2 publications

References 6 publications

固有周期依存型スペクトル強さに基づく弾塑性一質点系の簡易最大変位応答評価法

固有周期依存型スペクトル強さに基づく弾塑性一質点系の簡易最大変位応答評価法

A Study on Seismic Peak Response Displacement of Slip Hysteresis Characteristics

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