Simplified Analytical Method for Optimized Initial Shape Analysis of Self-Anchored Suspension Bridges and Its Verification

Table 8

Unstrained lengths of main cable segments and hanger cables by SAM and G.TCUD.

Cable number	(m) by; SAM; ()	(m) by; G.TCUD [8]; ()	()-(); (mm)	Remarks
M1	13.869	13.869	0.0	Side span
M13	14.266	14.266	0.0	Side span
M25	14.919	14.919	0.0	Side span
M37	13.820	13.820	0.1	Center span
M49	13.172	13.172	0.0	Center span
M61	12.715	12.715	0.0	Center span
M73	12.446	12.446	0.0	Center span
M85	12.361	12.361	0.0	Center span
M97	12.461	12.461	0.0	Center span
M109	12.746	12.746	0.0	Center span
M121	13.219	13.219	0.0	Center span
M133	15.747	15.747	−0.1	Side span
M145	14.855	14.855	0.0	Side span
M157	14.223	14.223	0.0	Side span
M168	13.869	13.869	0.0	Side span
H1	1.749	1.749	0.0	Side span
H13	35.551	35.551	0.0	Side span
H25	93.036	93.036	0.1	Center span
H36	160.851	160.850	−0.5	Center span
H37	154.542	154.542	0.0	Center span
H49	89.983	89.983	0.0	Center span
H61	45.349	45.349	0.0	Center span
H73	20.049	20.049	0.0	Center span
H85	13.747	13.747	0.0	Center span
H97	26.360	26.360	−0.1	Center span
H109	58.055	58.055	−0.1	Center span
H121	109.252	109.252	−0.1	Center span
H131	159.640	159.640	0.5	Side span
H133	144.928	144.928	0.1	Side span
H145	71.197	71.197	0.1	Side span
H157	21.685	21.685	0.1	Side span
H165	1.749	1.749	0.0	Side span