Influence Of Input Motion Characteristics On Dynamic Soil-structure
Interaction By Shaking Table Test
Author(s)
G. Biondi, M. R. Massimino, M. Maugeri & C. Taylor
Abstract
Influence of input motion characteristics on
dynamic soil-structure interaction by shaking
table tests
G. ~iondi', M. R. Massiminol, M. Maugeril & C. ~ a ~ l o r ~
'Department of Civil and Environmental Engineering,
Catania University, Italy
'Department of Civil Engineering, University of Bristol, UK
Abstract
The present paper deals with shaking table tests performed at the EERC
laboratory of the University of Bristol, involving a 1:6 scaled steel model of a
one-storey frame structure located over a Leighton Buzzard sand deposit. The
tests were conducted by settling the soil in a flexible laminar box, which allows
the reproduction of boundary conditions similar to a free field. The deposition
procedure led to an almost uniform soil relative density. Dynamic
characterisation of the soil-structure model was achieved by means of
exploratory tests performed using a low-level-random input. Each shaking table
test was performed by applying a sine-dwell displacement time-history,
increasing, run by
Keywords
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