RESPONSE PREDICTION OF CONTROLLED ROCKING FRAME USING BUCKLING RESTRAINED BRACE

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  • 座屈拘束ブレースを用いた制御型ロッキング架構の応答評価
  • ザクツコウソク ブレース オ モチイタ セイギョガタ ロッキングカコウ ノ オウトウ ヒョウカ ハンヨウ カンセイ シツリョウ ソウチ オ モチイタ テッコツヅクリ ロッキングカコウ ノ シンドウダイ ジッケン ソノ 2
  • —Shaking table tests on controlled rocking steel frames using multipurpose inertial mass system Part II—
  • -汎用慣性質量装置を用いた鉄骨造ロッキング架構の震動台実験 その2-

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Abstract

The authors have conducted a series of experimental studies on the response characteristics of controlled rocking systems. This system comprises components that include a rocking frame, post-tensioning anchorages, and energy dissipation fuses, eliminating the residual deformation after the earthquake. In this paper, the shaking table test of the controlled rocking system using a Buckling Restrained Brace as the energy dissipation fuse is discussed, including analytical simulations. A procedure to estimate maximum response is introduced based on the concept using maximum instantaneous input energy. The characteristics of the input energy and the accuracy of the proposed approach are demonstrated by comparing the prediction with numerical results as well as experimental results.

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