STIFFNESS MATRIX FOR BEAMS ON ELASTIC FOUNDATION BY VIRTUAL WORK PRINCIPLE

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概要

• 論文の詳細を見る

• This technical note provides a theoretical analysis of finite length beams on soil subjected to general loadings and given end support conditions. The principle of virtual work was employed to formulate the stiffness matrix of the soil-structure interaction problem. Numerical methods such as finite element analyses were employed, and the results from the examples indicated that the proposed method gave results close to those solved using Harr's approach.

• 社団法人地盤工学会の論文
• 1972-06-15

著者

• Chen Shih-fang

  Taiwan Railway Administration Civil Engineering Department University Of Washington

関連論文

• STIFFNESS MATRIX FOR BEAMS ON ELASTIC FOUNDATION BY VIRTUAL WORK PRINCIPLE

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