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Probabilistic seismic demand assessment of special truss moment frames with Vierendeel panels under geometric variations
Abstract Special truss moment frames (STMFs) have attracted growing interest due to the demand for column spacing that exceeds conventional restrictions. This study investigates the seismic performance of 27 three-span STMFs with mid-span Vierendeel truss panels having different structural configurations. The considered STMFs include three, six, and nine stories; span lengths of 10, 15, and 20 m; and have special ductile segment lengths of 1, 1.5, and 2.25 m.
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