Hill-top branching: Its asymptotically expanded and visually solved bifurcation equations

Author:

Tanaka MasatoORCID,Sasagawa Takashi,Omote RyujiORCID,Fujii Fumio

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference35 articles.

1. Die altitudine colomnarum sub proprio pondere corruentium;Euler;Acta Acad. Sci. Imperialis Petropolitan,1778

2. Imperfection sensitivity analysis of hill-top branching with many symmetric bifurcation points;Ohsaki;Int. J. Solids Struct.,2006

3. Imperfection sensitivity of degenerate hilltop branching points;Ohsaki;Int. J. Non-Linear Mech.,2009

4. Hilltop buckling as the A and Ω in sensitivity analysis of the initial postbuckling behavior of elastic structures;Mang;J. Civil Eng. Manag.,2009

5. The buckling mode extracted from the LDLT-decomposed large-order stiffness matrix;Fujii;Commun. Numer. Methods. Eng.,2002

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