A method for the analysis of plates on a two-parameter foundation

Celik, M; Saygun, A

doi:10.1016/s0020-7683(98)00135-8

A method for the analysis of plates on a two-parameter foundation

Atıf İçin Kopyala

Celik M., Saygun A.

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, cilt.36, sa.19, ss.2891-2915, 1999 (SCI-Expanded)

Yayın Türü: Makale / Tam Makale
Cilt numarası: 36 Sayı: 19
Basım Tarihi: 1999
Doi Numarası: 10.1016/s0020-7683(98)00135-8
Dergi Adı: INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
Sayfa Sayıları: ss.2891-2915
İstanbul Teknik Üniversitesi Adresli: Hayır

Özet

In this study, an iterative method is developed in order to analyze the plates on a two-parameter elastic foundation, based on the study by Vallabhan et al. (1991), where the material properties of the soil are used in order to compute the coefficients of subgrade reactions, for the layered soil medium. Tn the analysis, the finite element method is used, both plate and surrounding soil area divided into finite elements. The plate finite element is considered by including the effects of subgrade reactions. By means of the method suggested herein, it is possible to examine the interaction between the separate plates close to each other and to assume the plate of arbitrary shape. (C) 1999 Elsevier Science Ltd. All rights reserved.