The Structural Engineer > Archive > Volume 67 (1989) > Issues > Issue 9 > All Steel Structural Panels to Carry Lateral Load: Experimental and Theoretical Behaviour
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All Steel Structural Panels to Carry Lateral Load: Experimental and Theoretical Behaviour

A description is given of experimental tests on 15 steel panels, each fabricated by spot welding steel face plates onto a corrugated steel core to form a sandwich. This form of construction is being investigated with a view to its use as decking on offshore platforms. All the panels had plan dimensions of 2.1 m x l m and cores consisting of top-hat stiffeners (Fig 1) of depth 60 mm, placed side by side. Each panel was tested by subjection to uniform lateral (z-direction, Fig l) loading over its entire surface, firstly when simply supported along all boundaries and then when simply supported across its y-direction boundaries only. C. Norris, Professor P. Montague and K.H. Tan