A novel experimental setup for the identification of human actions on laterally oscillating structures
conference contribution
posted on 2015-11-12, 13:24authored byMateusz Bocian, J. H. G. Macdonald, J. F. Burn, D. Redmill
Pedestrian lateral excitation of bridges has received considerable attention since the large
vibrations of the Solférino Footbridge and the London Millennium Footbridge. Many loading
models have been proposed, generally assuming frequency synchronisation of pedestrians to
the bridge motion. However, some measurements from bridges and tests of pedestrians on
oscillating surfaces seem to be inconsistent with this assumption. Rather they indicate self
-
excited forces at the bridge frequency, which is generally
different from the walking
frequency.
A simple model of human gait has been proposed, drawing on findings in the
biomechanics field, which is consistent with
the above observations. It predicts that
pedestrians walking more slowly, such as in a denser crow
d, generate larger self
-
excited
forces. There is, however, a need to verify this predicted feature and validate or refine other
details of the model.
To this end, this paper presents a new experimental campaign of the
human
-
structure
interaction. A custom
-
built
instrumented treadmill
with
a
generous walking area, equipped
with a mechanism allowing for
automatic
adjustment of speed of the belt to that of the
pedestrian,
is placed on a hydraulic shaking table. A virtual reality representation of a
vibrating b
ridge gives a realistic visual environment.
Preliminary findings of the pedestrian
response and the resulting dynamic forces on the structure
are
presented and related to the
proposed pedestrian model and the response of bridges to crowd loading.
History
Author affiliation
/Organisation/COLLEGE OF SCIENCE AND ENGINEERING/Department of Engineering
Source
RASD 2013 – 11th International Conference on Recent Advances in Structural Dynamics, Torino, Italy, 1-3 July 2013