Review Article
Review of Energy Harvesters Utilizing Bridge Vibrations
Table 2
Summary of bridge vibration data.
| Bridge | Location | Frequency (Hz) | Acceleration (g) | Reference |
| New Carquinez | California | 1–40 | 0.01–0.102 | [10] | Komtur | Berlin | 2–2.6 | 0–0.0061 | [11] | Ypsilanti | Michigan | 2–30 | 0.01–0.035 | [12] | Golden Gate | San Francisco | 0–1.5 | 0–0.061 | [13] | RT11 bridge in Potsdam | New York | 3.1 | 0.38 | [14] | Box girder bridge | Austin | 1–15 | 0.12 | [15] | 3rd Nongro Bridge | South Korea | 4.1 | 0.025 | [16] | Huanghe Cable-Stayed Bridge | China | 1-2 | 0.015 | [17] | Seohae Grand Bridge | South Korea | 1 | 0.0125 | [18] | IH-35N over Medina River | Texas | 3.1 | 0.15 | [19] |
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