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- W2973943144 abstract "this study proposes a new external-shearing and internal-framing structure, and introduces the merits and application scenarios of this new structure. With a one-staircase six-house pagoda-style residential building as the study case, we tested mechanical and seismic indicators of the proposed new structure, including the floor rigidity, the shear bearing capacity, the shear-weight ratio, the floor displacement ratio and the floor displacement angle, under different degrees of seismic fortification intensity. The test result shows that the new external-shearing and nternal-framing structure has good mechanical performance when applied to pagoda-style residential buildings, the structural control indicators meet the standards and the structure can be widely used in buildings below 33 floors with a degree of seismic fortification intensity ranging from 6 to 7." @default.
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- W2973943144 date "2019-09-18" @default.
- W2973943144 modified "2023-09-26" @default.
- W2973943144 title "Research on Proper Height of the New External-shearing and Internal-framing Structure" @default.
- W2973943144 doi "https://doi.org/10.1088/1755-1315/304/3/032107" @default.
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