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Effects of vertical seismic actions on the responses of single storey industrial steel building frames

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Single-storey industrial steel frames with cranes are considered as being vertically irregular in structural configuration and load distribution under strong earthquake excitations. In this paper, various frames with their spans of 20, 26, 32 and 38 m and locations built in Hanoi and Son La regions were designed to resist dead, roof live, crane and wind loads.
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Effects of vertical seismic actions on the responses of single storey industrial steel building frames

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