A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Dynamic analysis of structures using modified Lanczos co‐ordinates
10.1002/eqe.284.abs
An efficient dynamic analysis method using the modified Lanczos co‐ordinates is presented. The proposed method is obtained by applying the modified Lanczos algorithm using Lanczos vectors that satisfy the stiffness‐orthonormality condition to the conventional Lanczos co‐ordinates method. The modified Lanczos co‐ordinates method is more efficient than the conventional method in the case of structures under multi‐input loads. The effectiveness of the modified Lanczos co‐ordinates method is verified by analysing a numerical example. Copyright © 2003 John Wiley & Sons, Ltd.
Dynamic analysis of structures using modified Lanczos co‐ordinates
10.1002/eqe.284.abs
An efficient dynamic analysis method using the modified Lanczos co‐ordinates is presented. The proposed method is obtained by applying the modified Lanczos algorithm using Lanczos vectors that satisfy the stiffness‐orthonormality condition to the conventional Lanczos co‐ordinates method. The modified Lanczos co‐ordinates method is more efficient than the conventional method in the case of structures under multi‐input loads. The effectiveness of the modified Lanczos co‐ordinates method is verified by analysing a numerical example. Copyright © 2003 John Wiley & Sons, Ltd.
Dynamic analysis of structures using modified Lanczos co‐ordinates
Kim, Byoung‐Wan (author) / Jung, Hyung‐Jo (author) / Kim, Woon‐Hak (author) / Lee, In‐Won (author)
Earthquake Engineering & Structural Dynamics ; 32 ; 1469-1474
2003-07-25
6 pages
Article (Journal)
Electronic Resource
English
Dynamic analysis of structures using modified Lanczos co-ordinates
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