Research Article

The Feasibility Assessment Study of Bridge Crack Width Recognition in Images Based on Special Inspection UAV

Table 2

Experimental conditions.

ItemsConditions

Types of bridgeBeam, arch
Wind directionTailwind, crosswind
Inspection positionSide, bottom
Wind speedLevel 0 (0–0.2 m/s), level 1 (0.3–1.5 m/s), and level 2 (1.6–3.3 m/s)