Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling

Table 7

Comparison of the PGA and PGD values of mathematical model and shake table test.

	PGA (g)				PGD (mm)
	Sill beam	Portal beam	Boom	Apex	Sill beam	Portal beam	Boom	Apex
Experiment	0.37	0.63	0.28	0.31	3.4	4.0	5.2	5.5
Simulation	0.31	0.62	0.21	0.28	3.6	3.9	4.8	5.2
Verification (%)	16	1	25	9	5	2	7	5