Large Deflection Analysis of Beams on Two-Parameter Elastic Foundation Using the Boundary Integral Equation Method.
Author:
Affiliation:
1. Department of Mechanical Engineering, Ibaraki Unviersity
Publisher
Japan Society of Mechanical Engineers
Subject
Mechanical Engineering,General Materials Science
Link
http://www.jstage.jst.go.jp/article/jsmea/44/2/44_2_231/_pdf
Reference11 articles.
1. The BIE analysis of the Berger equation
2. An integral equation approach to finite deflection of elastic plates
3. Analysis of Clamped Plates on Elastic Foundation by the Boundary Integral Equation Method
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