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- W2560186851 abstract "This study sought to investigate steel frames’ performance with dual lateral loader system (Frame bending + bracings of divergent and convergent) in near and far filed to fault. In order to this, four categories of steel frame with dual system with 8, 10 and 12 story are designed with average formation based on existing seismic regulation in 2800 standard of Iran and tenth chapter of national regulations of construction (planning and performing steel construction). Time history non-linear dynamic analysis under the effect of near and far field earthquakes has been done on plan’s models. Then the maximum of floors’ dislocation, floors’ drift, roof dislocation, base shear and energy curves of frames are shown and compared with each other. All non-linear time history analyses have been accomplished using PERFORM 3D software." @default.
- W2560186851 created "2016-12-16" @default.
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- W2560186851 date "2016-10-15" @default.
- W2560186851 modified "2023-09-25" @default.
- W2560186851 title "Investigating Non-Linear Dynamic Behavior of Dual Steel Frames under the Effect of Near and Far Fields to Fault" @default.
- W2560186851 doi "https://doi.org/10.20944/preprints201610.0063.v1" @default.
- W2560186851 hasPublicationYear "2016" @default.
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