Limit Analysis of Soil Structure by Rigid Plastic Finite Element Method

Soils and Foundations - Tập 24 - Trang 34-42 - 1984
Takeshi Tamura1, Shoichi Kobayashi1, Tetsuya Sumi1
1Department of Civil Engineering, Kyoto University, Sakyo-ku, Kyoto.

Tài liệu tham khảo

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