Postbuckling of free edge Reissner-Mindlin plates elastically supported on a two-parameter foundation and subjected to biaxial compression and transverse loads

Author： Shen H.-S.  

Publisher： Elsevier

ISSN： 0141-0296

Source： Engineering Structures, Vol.23, Iss.3, 2001-03, pp. : 260-270

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Nonlinear analysis of simply supported Reissner-Mindlin plates subjected to lateral pressure and thermal loading and resting on two-parameter elastic foundations

By Shen H.-S.  

Engineering Structures, Vol. 22, Iss. 11, 2000-11 ,pp. : 1481-1493

Elsevier

Access to resources Recommend Favorite

Nonlinear bending of simply supported rectangular Reissner-Mindlin plates under transverse and in-plane loads and resting on elastic foundations

By Shen H.-S.  

Engineering Structures, Vol. 22, Iss. 7, 2000-07 ,pp. : 847-856

Elsevier

Access to resources Recommend Favorite

Postbuckling analysis of moderately thick rectangular plates on two-parameter elastic foundations

By Hui-Shen S.  

Engineering Structures, Vol. 17, Iss. 7, 1995-01 ,pp. : 523-529

Elsevier

Access to resources Recommend Favorite

Canonical exact solutions for Levy-plates on two-parameter foundation using Green's functions

By Lam K.Y.   Wang C.M.   He X.Q.  

Engineering Structures, Vol. 22, Iss. 4, 2000-04 ,pp. : 364-378

Elsevier

Access to resources Recommend Favorite

A modified Kirchhoff theory for boundary element analysis of thin plates resting on two-parameter foundation

By Gill I.   Lopez-Fandino R.   Jorba X.   Vulfson E.N.   El-Zafrany A.   Fadhil S.  

Engineering Structures, Vol. 18, Iss. 2, 1996-02 ,pp. : 102-114

Elsevier

Access to resources Recommend Favorite