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- W3147657744 abstract "The response of typical low-rise steel building frames designed by the Type 2 Consctruction method to moderate earthquakes is examined. Such frames are often identified by large girders, small columns, and semi-rigid connections. The simple methods underlying the Type 2 design approach do not permit realistic consideration of the frame response to either static or dynamic loads. In this paper, typical flexibly connected Type 2 fiames will be analyzed for seismic resistance with the methods recommended by the 1988 Uniform Building Code. The results indicate that these Type 2 frame possess adequate strength, but may not have adequate lateral stiffness for moderate seismic loads" @default.
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- W3147657744 date "1992-11-24" @default.
- W3147657744 modified "2023-09-25" @default.
- W3147657744 title "Seismic Response of Flexibily-Connected Steel Frames" @default.
- W3147657744 doi "https://doi.org/10.20885/unisia.vol13.iss15.art12" @default.
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