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Nonlinear Seismic Analysis of Reinforced Concrete Buildings. Phase 1
Three new concepts are described: (1) an efficient reinforced concrete material model based on plasticity theory; (2) an analytical solution for the integration along the length of the nonlinear beam deformations; and (3) a distribution of deformation technique which allows the preservation of local nodal building rotations while performing the explicit dynamic analysis at a time step corresponding to the global floor rotations. These developments were implemented into a prototype PC-based computer program. Benchmark analyses were performed to indicate the accuracy and efficiency of the method.
Nonlinear Seismic Analysis of Reinforced Concrete Buildings. Phase 1
Three new concepts are described: (1) an efficient reinforced concrete material model based on plasticity theory; (2) an analytical solution for the integration along the length of the nonlinear beam deformations; and (3) a distribution of deformation technique which allows the preservation of local nodal building rotations while performing the explicit dynamic analysis at a time step corresponding to the global floor rotations. These developments were implemented into a prototype PC-based computer program. Benchmark analyses were performed to indicate the accuracy and efficiency of the method.
Nonlinear Seismic Analysis of Reinforced Concrete Buildings. Phase 1
M. M. Ettouney (Autor:in) / R. P. Daddazio (Autor:in)
1989
42 pages
Report
Keine Angabe
Englisch
Structural Analyses , Construction Materials, Components, & Equipment , Seismic effects , Reinforced concrete , Nonlinear systems , Earthquake resistant structures , Dynamic structural analysis , Structural members , Mathematical models , Computer programs , Buildings , Structural vibration , Dynamic response , Plastic properties , Deformation , Earthquake engineering , Earthquakes
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