✦ LIBER ✦

A parametric study for thick plates resting on elastic foundation with variable soil depth

✍ Scribed by Ozgan, Korhan; Daloglu, Ayse T.; KarakaÅ, A. Ä°hsan

Book ID: 120029778
Publisher: Springer
Year: 2012
Tongue: English
Weight: 739 KB
Volume: 83
Category: Article
ISSN: 0939-1533
DOI: 10.1007/s00419-012-0703-8

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Natural frequencies of a non homogeneous

Natural frequencies of a non homogeneous isotropic elastic infinite plate of variable thickness resting on elastic foundation

✍ J. S. Tomar; D. C. Gupta; Vinod Kumar 📂 Article 📅 1984 🏛 Springer Netherlands 🌐 English ⚖ 366 KB

A simple refined theory for bending, buc

A simple refined theory for bending, buckling, and vibration of thick plates resting on elastic foundation

✍ Thai, Huu-Tai; Park, Minwo; Choi, Dong-Ho 📂 Article 📅 2013 🏛 Elsevier Science 🌐 English ⚖ 620 KB

Bending Analysis of Thin Plates with Var

Bending Analysis of Thin Plates with Variable Thickness Resting on Elastic Foundation by Element Free Galerkin Method

✍ Rahbar-Ranji, Ahmad (author);Bahmyari, E. (author) 📂 Article 📅 2012 🏛 Chinese Electronic Periodical Services 🌐 English ⚖ 964 KB

Bending Analysis of Thin Plates with Var

Bending Analysis of Thin Plates with Variable Thickness Resting on Elastic Foundation by Element Free Galerkin Method

✍ Rahbar-Ranji, Ahmad (author);Bahmyari, E. (author) 📂 Article 📅 2012 🏛 Chinese Electronic Periodical Services 🌐 English ⚖ 964 KB

A PARAMETRIC STUDY ON VIBRATING CLAMPED

A PARAMETRIC STUDY ON VIBRATING CLAMPED ELLIPTICAL PLATES WITH VARIABLE THICKNESS

✍ I. BAYER; U. GÜVEN; G. ALTAY 📂 Article 📅 2002 🏛 Elsevier Science 🌐 English ⚖ 158 KB

Accurate solution for free vibration ana

Accurate solution for free vibration analysis of functionally graded thick rectangular plates resting on elastic foundation

✍ A. Hasani Baferani; A.R. Saidi; H. Ehteshami 📂 Article 📅 2011 🏛 Elsevier Science 🌐 English ⚖ 401 KB

Vibration analysis of a functionally graded rectangular plate resting on two parameter elastic foundation is presented here. The displacement filed based on the third order shear deformation plate theory is used. By considering the in-plane displacement components of an arbitrary material point on t