DISPLACEMENTS FROM LOADS OVER RECTANGULAR AREAS

スポンサーリンク

概要

• 論文の詳細を見る

• Solutions are presented for determination of elastic displacements beneath an optimally designed rectangular foorting subjected to biaxial bending. Linearly varying distribution of loading is assumed in the analysis.

• 社団法人地盤工学会の論文
• 1987-12-15

著者

• Valsangkar A.j.

  Department Of Civil Engineering University Of New Brunswick

• Valsangkar A.j.

  Department Of Civil Engineering Indian Institute Of Technology

• Vitone D.m.a.

  Department Of Civil Engineering University Of New Brunswick

関連論文

• GENERALIZED SOLUTIONS OF AXIALLY AND LATERALLY LOADED PILES IN ELASTO-PLASTIC SOIL
• VERTICAL DISPLACEMENTS AT DIFFERENT DEPTHS BELOW LOADED AREA
• DISPLACEMENTS FROM LOADS OVER RECTANGULAR AREAS

スポンサーリンク