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- W4226408094 abstract "The work aims at the analysis of the influence of the shear proportioning factor in the design of dissipative zones in the case of Moment Resisting Frames where the most severe condition is the seismic action. This situation usually occurs when the frames are parallel to the warping of secondary beams when vertical loads are not relevant for the design of the beam sections. The shear proportioning factor is used to design the beam sections according to the seismic force distribution. To this scope, reference is made to several MR-Frame structures designed by Theory of Plastic Mechanism Control and Eurocode 8 design approach, considering two cases: the first is characterized by a shear proportioning factors variable along the structure height while the second presents a factor equal to 1. A shear proportioning factor variable should promote the simultaneous activation of dissipative zones in plastic range while the constant one should ensure a “time distributed” yielding of dissipative zones. The seismic performances of these frames are investigated by means of push-over and dynamic non-linear analyses." @default.
- W4226408094 created "2022-05-05" @default.
- W4226408094 creator A5044565856 @default.
- W4226408094 date "2022-01-01" @default.
- W4226408094 modified "2023-10-18" @default.
- W4226408094 title "Overview of the use of the seismic shear proportioning factor on the design of steel MRFs" @default.
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- W4226408094 doi "https://doi.org/10.1063/5.0081326" @default.
- W4226408094 hasPublicationYear "2022" @default.
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