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- W2024193321 abstract "This paper evaluates and compares between the seismic behavior of hybrid coupled wall systems that are 12- and 18-stories high. System response is studied using validated, transient finite element simulations that account for the effects of concrete cracking, crushing, and steel yielding. Suites of analyses are conducted to investigate pertinent parameters including interstory drift ratios, wall rotations, roof displacements, dynamic base shear magnification, strain demands, and coupling beam plastic rotations. The results for both systems confirm that hybrid coupled walls are particularly well suited for use in regions of high seismic risk. Although the responses of both structures were essentially dominated by the first vibration mode, higher mode effects manifested themselves by causing substantial base shear magnification. The effect was mildly higher in the taller structure." @default.
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- W2024193321 date "2005-04-18" @default.
- W2024193321 modified "2023-09-23" @default.
- W2024193321 title "Nonlinear Dynamic Response of Hybrid Coupled Wall Systems" @default.
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- W2024193321 doi "https://doi.org/10.1061/40753(171)106" @default.
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