Natural and accidental torsion in one-storey structures on elastic foundation under non-vertically incident SH-waves.
Factors α and β used in equivalent static analysis to account for natural and accidental torsion are evaluated with consideration of soil?structure interaction. The combined torsional effects of structural asymmetry and foundation rotation are examined with reference to a single monosymmetric struct...
| Publicat a: | Earthquake engineering & structural dynamics. 35, 7 (2006). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
| Matèries: |