Advances in Civil Engineering / 2020 / Article / Fig 5

Research Article

Numerical Investigation on Dynamic Performance of a Bridge-Tunnel Transition Section with a Deep Buried Pile-Plank Structure

Figure 5

Measuring equipment and layout. (a) 891-II type vibration sensor. (b) INV3060D type acquisition analyzer and network module. (c) Layout of measuring points in the transition zone. (d) Layout of measuring points in the section S2.
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(b)
(c)
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