✦ LIBER ✦

On the perturbation analysis of interactive buckling in nearly symmetric structures

✍ Scribed by A. Luongo; M. Plgnataro

Publisher: Elsevier Science
Year: 1992
Tongue: English
Weight: 966 KB
Volume: 29
Category: Article
ISSN: 0020-7683
DOI: 10.1016/0020-7683(92)90123-b

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Coupled branching configurations in the

Coupled branching configurations in the elastic buckling of symmetric structural systems

✍ W.J. Supple 📂 Article 📅 1967 🏛 Elsevier Science 🌐 English ⚖ 673 KB

A semi-analytical method for the analysi

A semi-analytical method for the analysis of the interactive buckling of thin-walled elastic structures in the second order approximation

✍ Zbigniew Kolakowski 📂 Article 📅 1996 🏛 Elsevier Science 🌐 English ⚖ 932 KB

On the use of bubble functions in the lo

On the use of bubble functions in the local buckling analysis of plate structures by the spline finite strip method

✍ Mojtaba Azhari; Sina Hoshdar; Mark Andrew Bradford 📂 Article 📅 2000 🏛 John Wiley and Sons 🌐 English ⚖ 106 KB 👁 1 views

This paper augments bubble functions to the ordinary spline ÿnite strip method in order to calculate the elastic local buckling coe cients of plates and plate structures. The results show that the use of bubble functions improves signiÿcantly the convergence of the spline ÿnite strip method in terms

On the evaluation of nearly singular ker

On the evaluation of nearly singular kernel integrals in boundary element analysis

✍ Wu, Shukai 📂 Article 📅 1995 🏛 John Wiley and Sons 🌐 English ⚖ 369 KB 👁 2 views

The paper concentrates on the numerical evaluation of nearly singular kernel integrals commonly encountered in boundary element analysis. Limitations of the method developed recently by Huang and Cruse (1993) for the direct evaluation of nearly singular kernel integrals are analysed and pointed out.

On the Use of the Ritz-Wilson Method for

On the Use of the Ritz-Wilson Method for the Dynamic Response Analysis of Cyclic Symmetric Structures

✍ P. Balasubramanian; J.G. Jagadeesh; H.K. Suhas; A.K. Srivastava; V. Ramamurti 📂 Article 📅 1993 🏛 Elsevier Science 🌐 English ⚖ 349 KB

The Ritz-Wilson technique is extended for the dynamic analysis of cyclic symmetric structures in the semi-complex domain. The load participation factor, eigenspectrum and force error norm for the present technique are studied, and the accuracy and efficiency are compared with those for the modal dis

One-dimensional modelling of the non-lin

One-dimensional modelling of the non-linear far field in soil–structure-interaction analysis

✍ John P. Wolf; Antonio Paronesso 📂 Article 📅 1993 🏛 John Wiley and Sons 🌐 English ⚖ 846 KB