Published 1981 | Version v1
Book

A review of experimental soil-structure interaction damping

Creators

  • 1. NCT Engineering, Inc., Lafayette, CA (USA)

Description

In soil-structure interaction analysis, the foundation soil is usually represented by impedance springs and dampers. The impedance damping includes the effect of both the material damping and the radiation damping. Because the impedance theory normally assumes a rigid structural base and an elastic bond between the soil and structure, it is generally held that the radiation damping has been overestimated by the theory. There are some published information on the dynamic tests of footings and structures that allow direct or indirect assessments of the validity of the analytical radiation damping. An overview of such information is presented here. Based on these limited test data, it is concluded that for horizontal soil-structure interaction analysis the analytical radiation damping alone is sufficient to represent the combined material and radiation damping in the field. On the other hand, for vertical analysis it appears that the theory may have overestimated the radiation damping and certain reduction is recommended. (orig.)

Additional details

Publishing Information

Publisher
North-Holland Publ. Co.
Imprint Place
Amsterdam (Netherlands)
ISBN
0 444 86263 3
Imprint Title
Structural mechanics in reactor technology. Vol. K(a)
Imprint Pagination
vp.
Journal Page Range
p. K3/10.

Conference

Title
6. international conference on structural mechanics in reactor technology.
Dates
17-21 Aug 1981.
Place
Paris (France).

INIS

Country of Publication
Netherlands
Country of Input or Organization
Netherlands
INIS RN
14771573
Subject category
S58: GEOSCIENCES;
Resource subtype / Literary indicator
Conference
Descriptors DEI
DAMPING; DYNAMICS; EARTHQUAKES; FOUNDATIONS; GROUND MOTION; INTERACTIONS; MECHANICAL STRUCTURES; SEISMIC EFFECTS; SOILS
Descriptors DEC
MECHANICS; MOTION; SUPPORTS

Optional Information

Notes
With 6 figs. and 2 tabs.