An Improved Algorithm for the Dynamic Analysis of Structures

Abstract:

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Based on Newmark’s step-by-step implicit integration method, an improved algorithm for promoting computing efficiency is put forward in this paper. Implicit integration method and improved algorithm were applied respectively to analyze the dynamic responses of a tunnel due to train vibration. Results indicated that the improved algorithm enhanced remarkably the efficiency of computation.

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

5911-5916

DOI:

10.4028/www.scientific.net/AMR.243-249.5911

Citation:

F. Gao "An Improved Algorithm for the Dynamic Analysis of Structures", Advanced Materials Research, Vols. 243-249, pp. 5911-5916, 2011

Online since:

May 2011

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Price:

$35.00

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