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This detail in interpretation of the characteristics of bridging callus has not been identified previously.
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The bands at ca. 825 and 972 cm−1 are characteristic of bridging Mo O Mo and terminal Mo = O stretching modes, respectively [26, 40].
Flexible fixation promotes some motion at the fracture site in favor of secondary bone healing with the characteristic development of bridging periosteal callus until cortical healing occurs.
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.
Unlike non-isolated bridges, the seismic response characteristics of bridges seismically isolated with the FPS were minimally affected by skew.
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.
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.
Flow around the streamline box girder section is analyzed, and the effect of section details on the aerodynamic characteristics of bridge section is evaluated.
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