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- W2367760251 abstract "Seismic energy dissipation of steel frame-reinforced concrete slit shear wall systems to 4 types of ground motions is assessed. The study shows that the hysteretic energy to input energy ratio (ν) and the hysteretic energy of bottom shear wall to the hysteretic energy of structure ratio (μ _ 1 ) are decreased with the increase of the quantity of vertical slits, meanwhile the hysteretic energy of steel frame to the hysteretic energy of structure ratio (μ _ 2 ) are increased with it. The earthquake resistance of steel frame-reinforced concrete shear wall structures may be improved by slitting shear walls." @default.
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- W2367760251 date "2006-01-01" @default.
- W2367760251 modified "2023-09-23" @default.
- W2367760251 title "Seismic Energy Response of Steel Frame-reinforced Concrete Slit Shear Wall Structures" @default.
- W2367760251 hasPublicationYear "2006" @default.
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