عنوان مجله
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STRUCTURAL ENGINEERING AND MECHANICS
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چکیده
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During the last two decades, much joint research regarding vibration based methods has been done, leading to
developing various algorithms and techniques. These algorithms and techniques can be divided into modal methods and signal
methods. Although modal methods have been widely used for health monitoring and damage detection, signal methods due to
higher efficiency have received considerable attention in various fields, including aerospace, mechanical and civil engineering.
Signal-based methods are derived directly from the recorded responses through signal processing algorithms to detect damage.
According to different signal processing techniques, signal-based methods can be divided into three categories including time
domain methods, frequency domain methods, and time-frequency domain methods. The frequency domain methods are wellknown
and
interest
in
using
them
has
increased
in
recent
years.
To
determine
dynamic
behaviours,
to
identify
systems
and
to
detect
damages
of
bridges,
different
methods
and
algorithms
have
been
proposed
by
researchers.
In
this
study,
a
new
algorithm
to
detect seismic damage in the bridge’s piers is suggested. To evaluate the algorithm, an analytical model of a bridge with
simple spans is used. Based on the algorithm, before and after damage, the bridge is excited by a sine force, and the piers’
responses are measured. The dynamic specifications of the bridge are extracted by Power Spectral Density function. In addition,
the Least Square Method is used to detect damage in the bridge’s piers. The results indicate that the proposed algorithm can
identify the seismic damage effectively. The algorithm is output-only method and measuring the excitation force is not needed.
Moreover, the proposed approach does not need numerical models.
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