掲載雑誌（和）：
日本地震工学シンポジウム論文集
Vol：
8-1巻
年：
1990年
頁：
777-782頁
著者（和）：
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タイトル（和）：
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抄録（和）：
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キーワード（和）：
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掲載雑誌（英）：
PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
著者（英）：
Hiroshi HAYASHI, Toshiyuki SUGAHARA
タイトル（英）：
MODELING OF THE NONLINEAR SHEAR STRESS-STRAIN BEHAVIOR OF SOILS
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抄録（英）：
This paper presents a model which are capable of accurately describing the shear stress-strain of horizontally-layered soil deposits subjected to the upward propagating shear waves caused by an earthquake. This model is characterized as the general form of the well-known Hardin-Drnevich modeling on shear stress-strain relation of soils, and therefore can fit the laboratory-tested skelton curve of a soil more accurately than any other model available at present. Moreover, the variation of damping ratio with shear strain evaluated through this model incorporated with the Masing rule is in good agreement with the corresponding laboratory test results.
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キーワード（英）：
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記事区分：
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委員会論文集