Modal Damping for Soil-Structure Interaction

by Nien-Chien Tsai, (A.M.ASCE), Engrg. Specialist; San Francisco Power Div., Bechtel Power Corp., San Francisco, CA,

Serial Information: Journal of the Engineering Mechanics Division, 1974, Vol. 100, Issue 2, Pg. 323-341

Document Type: Journal Paper

Discussion: Christiano Paul (See full record)
Discussion: O'Rourke Michael J. (See full record)
Discussion: Chen Chang (See full record)
Discussion: Roësset José M. (See full record)

Abstract: Normal mode analysis for soil-structure interaction is an approximation. Its adequacy depends largely on the technique used to determine the overall modal damping values. A method is presented herein for the modal damping determination, based on the principle of transfer function matching at the natural frequencies of the interaction system. This method is physically realistic and consistent, and is shown to be adequate for engineering purposes.

Subject Headings: Damping | Soil structures | Soil-structure interaction | Approximation methods | Natural frequency |

Services: Buy this book/Buy this article


Return to search