地震応答低域地業の開発 : その3 地震応答低減効果に関する実験的検討

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タイトル別名
  • DEVELOPMENT OF FOUNDATION WORK FOR REDUCTION OF EARTHQUAKE RESPONSE : Part III Experimental examinations of effect for reducing earthquake response
  • 地震応答低減地業の開発 その3 地震応答低減効果に関する実験的検討
  • ジシン オウトウ テイゲン ジギョウ ノ カイハツ ソノ 3 ジシン オウトウ

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抄録

A foundation work for reduction of earthquake response was proposed and the dynamic deformation characteristics of a high damping material employed in this foundation work were shown in previous papers (Part I and II). A mixture material of gravel and asphalt termed Asphalt Gravel was selected for the high damping material. Dynamic deformation tests and earthquake loading tests obtained in using large-scale specimens are presented in this paper. The test results indicated that the dynamic characteristics of Asphalt Gravel in earth-quake loading tests were nearly equal to those by dynamic deformation tests for sinusoidal input wave.

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