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- W2028937557 abstract "This paper provides an experimental validation on the analytical modeling and design of unbonded posttensioned precast concrete coupling beams. Previous test results from a series of floor-level coupling beam subassembly specimens are compared with the predicted results from a fiber-element analytical model. The test results are also used to validate an idealized coupling beam end moment versus chord rotation relationship that was developed as a design tool following basic principles of equilibrium, compatibility, and constitutive relationships. Based on the experimental and analytical comparisons, the paper presents a seismic design approach to achieve the desired lateral strength, stiffness, ductility, and energy dissipation capacity in unbonded posttensioned precast coupling beams." @default.
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- W2028937557 date "2012-02-01" @default.
- W2028937557 modified "2023-10-14" @default.
- W2028937557 title "Analytical Modeling and Design Validation of Posttensioned Precast Concrete Coupling Beams for Seismic Regions" @default.
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- W2028937557 doi "https://doi.org/10.1061/(asce)st.1943-541x.0000415" @default.
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