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- W2351745973 abstract "The shear-wall structure has big stiffness, good wholeness, and it is easy to make architectural design. But the general shear-wall structure is always high in the weight and the stiffness, which causes bigger earthquake response, and the ductility of the structure itself is not good. For the increasing of ductility and the capacity of consuming energy of shear-wall structure, this paper puts forward the short-limb shear-wall and special-shaped column structure. Considering the mechanic property and the design requirement in actual work, the conclusion that using shear-wall and special-shaped column, the best design requirement of the whole stiffness, the bearing capacity and the capacity of ductility can be met, and it can be conveniently applied to the design work is drawn." @default.
- W2351745973 created "2016-06-24" @default.
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- W2351745973 date "2001-01-01" @default.
- W2351745973 modified "2023-09-24" @default.
- W2351745973 title "Discussion on the Optimization of Shear-wall Structure" @default.
- W2351745973 hasPublicationYear "2001" @default.
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