Numerical Investigation on Collapse Mechanisms of Suspended Ceilings in Wide-Area Facilities
Abstract
In Japan, there have been many reports of damages caused to suspended ceilings
of wide-area facilities during high-intensity earthquakes. In response
to these events, the collapse behaviors of suspended ceilings were investigated
through the experiment conducted at the E-Defense shaking table facility.
However, it is costly to investigate collapse behaviors of ceilings, which
have various specifications dependent to their aim of use. In this study, a numerical code that can simulate ceiling collapse phenomena
in wide-area facility under seismic excitation was developed based on the
Adaptively Shifted Integration (ASI) - Gauss code. A numerical model of
a suspended ceiling was validated by the reproduction analysis of the experiment
conducted at the E-Defense. Then, numerical analyses on the behaviors of
earthquake-resistant ceilings in the gymnasium were conducted. Furthermore,
a collapse behavior of the suspended ceilings that is complex in structure
and can be attached to a concert hall were investigated by a simulation. According to the numerical results, the acceleration and displacement
responses of the numerical model agreed well with the experimental results.
In addition, a detailed mechanism of the ceiling collapse was obtained.
The analyses of earthquake-resistant ceilings showed how each major anti-earthquake
measures affect and reduce the damages of suspended ceilings. Finally,
it was shown how the shape of ceiling surface affect the collapse behavior
of suspended ceilings with complex structure in the simulation of a concert
hall.
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