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Y. Nagata, M. Kawahara, "Lanczos Eigenvalue Analysis Applied to Buckling of Steel Pillars", in , (Editors), "Computational Steel Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 43-47, 2000. doi:10.4203/ccp.70.2.3

Abstract

This paper presents a numerical study for the buckling analysis using finite deformation theory of plate and the eigenvalue analysis with the Lanczos method. While the buckling analysis due to plate with load, it happens the interactive relations between plane stress-strain and plate bending problems. And this study is analyzed using finite deformation theory of plate. The eigenvalue analysis is calculated by applying Element by Element method (Lanczos method). Using Lanczos method, only neighborhood of required can be obtained. Therefore computational quantity can be considerably defused, the steel pillar can be analyzed using finite element division.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 70 COMPUTATIONAL STEEL STRUCTURES TECHNOLOGY Edited by: Paper II.3 Lanczos Eigenvalue Analysis Applied to Buckling of Steel Pillars Y. Nagata and M. Kawahara Department of Civil Engineering, Chuo University, Tokyo, Japan doi:10.4203/ccp.70.2.3 purchase the full-text of this paper Full Bibliographic Reference for this paper Y. Nagata, M. Kawahara, "Lanczos Eigenvalue Analysis Applied to Buckling of Steel Pillars", in , (Editors), "Computational Steel Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 43-47, 2000. doi:10.4203/ccp.70.2.3 Abstract This paper presents a numerical study for the buckling analysis using finite deformation theory of plate and the eigenvalue analysis with the Lanczos method. While the buckling analysis due to plate with load, it happens the interactive relations between plane stress-strain and plate bending problems. And this study is analyzed using finite deformation theory of plate. The eigenvalue analysis is calculated by applying Element by Element method (Lanczos method). Using Lanczos method, only neighborhood of required can be obtained. Therefore computational quantity can be considerably defused, the steel pillar can be analyzed using finite element division. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £50 +P&P)
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