Alternative Load Path Analysis for Determining the Geometric Agreement of a Cable-Stayed Bridge with Steel Truss Girders

Table 5

The collapse performance of the bridge in the cable loss scenarios.

Failed members	Node	Load factor	Maximum displacement (mm)
			Axial	Vertical
S9	18	12.9	29	580
M8	90	13.1	21	960
M13	110	12.3	21	1150
A8-A9	14	7.9	40	434
A29-A30	54	12.0	5	31
A44-A45	86	5.1	-25	406
A59-A58′	116	2.9	1	309