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Table 4 Foremost characteristics of bridge models.
However, the local, natural vibrational characteristics of bridge slabs were ignored.
Table 4 shows the main characteristics of bridge models developed to address the parameters.
When finite element method is used to analyze the dynamic behavior of the bridge structure, two parts are analyzed including the characteristics of bridge vibration and dynamic response.
Flow around the streamline box girder section is analyzed, and the effect of section details on the aerodynamic characteristics of bridge section is evaluated.
To demonstrate the spectral characteristics of bridge vibration and associated noise, Figs. 1 and 2 illustrate the vibratory velocity levels and SPLs of the bottom slabs when identical trains traveled on two different box girders at 144 160 km/h.
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This detail in interpretation of the characteristics of bridging callus has not been identified previously.
Unlike non-isolated bridges, the seismic response characteristics of bridges seismically isolated with the FPS were minimally affected by skew.
An equivalent damping ratio, derived from the particular characteristics of bridges supported on lead rubber bearings (LRBs), is proposed.
The characteristics of bridges with FRP decks (such as mass, stiffness, and damping) are significantly different from those of bridges with traditional concrete decks.
Research teams all over the world were invited to participate on a study to compare modal analysis techniques for evaluating the dynamic characteristics of bridges from forced, free and ambient vibration data.
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