Authors
Hans M Hilber, Thomas JR Hughes, Robert L Taylor
Publication date
1977/7
Journal
Earthquake engineering & structural dynamics
Volume
5
Issue
3
Pages
283-292
Publisher
John Wiley & Sons, Ltd
Description
A new family of unconditionally stable one‐step methods for the direct integration of the equations of structural dynamics is introduced and is shown to possess improved algorithmic damping properties which can be continuously controlled. The new methods are compared with members of the Newmark family, and the Houbolt and Wilson methods.
Total citations
Scholar articles
HM Hilber, TJR Hughes, RL Taylor - Earthquake engineering & structural dynamics, 1977