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- W2384949303 abstract "A new structural system called frame-multi-ribbed composite wall structure is generated by using the multi-ribbed composite wall as the infilled wall in frame structure to replace the traditional infilled wall.The equivalent oblique compression bar model,suitable for multi-ribbed composite wall,is established for static elastoplastic analysis.Compared with the infilled wall,the calculating result of the static elastoplastic analysis for multi-ribbed composite wall on natural period,story drift angle,localized deformation shows that such this kind of wall can raise the lateral stiffness of the structure and dissipate the earthquake energy.The seismic performance of frame-multi-ribbed composite wall structure is much better than the infilled frame structure,especially on area with middle-high earthquake intensity." @default.
- W2384949303 created "2016-06-24" @default.
- W2384949303 creator A5045785170 @default.
- W2384949303 date "2011-01-01" @default.
- W2384949303 modified "2023-09-28" @default.
- W2384949303 title "Comparative analysis of seismic performance on frame-multiribbed composite wall structure and Infilled Frame Structure" @default.
- W2384949303 hasPublicationYear "2011" @default.
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