Paper Title:
An Improved Algorithm for the Dynamic Analysis of Structures
  Abstract

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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