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- W2056542588 abstract "Based on the analysis for 10 series (altogether 50) of finite element analytic models, the time-history analysis is discussed in this paper to investigate the relations between frame parameters of semi-rigid steel frames, these parameters include the frame's floor number, the frame's span number, especially the rotation stiffness of beam-to-column connections. Comparing with the steel frame structure, the ductility of semi-rigid steel frame structure is improved with the reduction in the rotation stiffness of connections. Furthermore, semi-rigid steel frame structure under seismic loads has a good seismic performance." @default.
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- W2056542588 date "2013-08-01" @default.
- W2056542588 modified "2023-09-24" @default.
- W2056542588 title "Dynamic Analyses of Semi-Rigid Connection Low Yield Point Steel Frames" @default.
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- W2056542588 doi "https://doi.org/10.4028/www.scientific.net/amm.351-352.524" @default.
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