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- W2391600215 abstract "Different criterions are established for inter-storey lateral stiffness ratio of frame-supported shear-wall structures in current codes.Analogous to the deformation characteristics of an ideal cantilever element,the lateral stiffness requirements of the transfer story in a high-rise building is put forward,which is determined according to the deformation of an ideal element.A number of elastic and elastic-plastic analyses of typical frame-supported shear wall structures are carried out.These structures are designed according to different lateral stiffness criterions and are excited by various earthquake waves.A comparison shows that the storey lateral stiffness criterion proposed in this paper is more reasonable than those in current codes." @default.
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- W2391600215 date "2010-01-01" @default.
- W2391600215 modified "2023-09-27" @default.
- W2391600215 title "PRELIMINARY STUDY OF INTER-STOREY LATERAL STIFFNESS RATIO IN FRAME-SUPPORTED SHEAR-WALL STRUCTURES" @default.
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