Dynamic soil-structure interaction effects on coupled flexural-torsional of high-rise buildings are studied. A frequency-domain boundary element method is employed for the half-space representing the soil. A refined model, taking the shear strains due to non-uniform bending and torsion into account, is adopted for the structure.
Soil-structure interaction effects on flexural and torsional vibrations of perforated cores
CAPUANI, Domenico;
1995
Abstract
Dynamic soil-structure interaction effects on coupled flexural-torsional of high-rise buildings are studied. A frequency-domain boundary element method is employed for the half-space representing the soil. A refined model, taking the shear strains due to non-uniform bending and torsion into account, is adopted for the structure.File in questo prodotto:
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