The Stress Calculation Methods of Antislide Structures with Continuous Ladders

Table 4

A comparative table of the structural displacements of the antislide members.

Member	Maximum analytical calculation of horizontal displacement Dx (m)	Maximum numerical simulation of horizontal displacement Dx′ (m)	Dx/Dx′	Maximum analytical calculation of vertical displacement Dy (m)	Maximum numerical simulation of vertical displacement Dy′ (m)	Dy/Dy′	Maximum analytical calculation of angular displacement Dr (rad)	Maximum numerical simulation of angular displacement Dr′ (rad)	Dr/Dr′
AC	0	6.626E − 03	0	−6.047E − 04	−1.747E − 02	0.035	1.795E − 04	3.235E − 04	0.555
CE	2.270E − 03	6.623E − 03	0.343	0	−1.746E − 02	0	7.741E − 04	1.155E − 04	6.702
EG	0	5.914E − 03	0	−4.737E − 04	−1.758E − 02	0.027	2.215E − 04	1.607E − 04	1.378
GI	3.408E − 03	6.026E − 03	0.566	0	−1.679E − 02	0	1.104E − 03	1.194E − 04	9.246
IN	0	5.271E − 03	0	−4.720E − 04	−1.941E − 02	0.024	2.564E − 04	4.473E − 04	0.573
KM	4.162E − 03	5.249E − 03	0.793	0	−1.858E − 02	0	1.216E − 03	2.537E − 04	4.793
NP	5.431E − 03	5.459E − 03	0.995	0	−1.652E − 02	0	1.942E − 03	2.965E − 04	6.550
Total	5.431E − 03	6.626E − 03	0.820	−6.047E − 04	−1.941E − 02	0.031	1.942E − 03	4.473E − 04	4.342