Assessing Seismic Performance of Gantry Crane Subjected to Near-Field Ground Motions Using Incremental Dynamic and Endurance Time Analysis Methods

Table 1

Section properties of the gantry crane.

Parameters	Trolley girder	Flexible leg	Rigid leg
(mm)	1,535	1,333	3,000
(mm)	14	8	10
(Mpa)	235	235	235
(mm)	1,987	1,258	1,500
(mm)	10	10	10

Note: : width of the flange slab; : thickness of the flange slab; : yield stress of the steel; : distance between the two flange slabs; and: thickness of the web slab.