Structural Condition Assessment and Temperature Effect Analysis of Cable–Pylon Anchorage Zone Using Long-Term SHM Data

Table 1

Specific locations of the monitoring points.

Monitoring point number	Vertical distance from the monitoring point to the plane (mm)
	Undersurface of the bottom plate	External surface of the end plate or the symmetry plane (transverse bridge)	The symmetry plane (longitudinal bridge) or the outer pylon wall
E1	30	25	1,260
E2			1,060
E3			880
E4			680
E5			460
E6			260
E7		80	80
N1	120	230	1,260
N2			850
N3			650
N4			450
N5			30
A1	30	500	70
U1		850	1,260
U2		850
U3		500
C1	383	190	0
C2		25
UW100	383	600	100
UW270			270
UW500			500
UW740			740
DW100		30	100
DW260			260
DW500			500
DW730			730
DW910			910