Estimation of inelastic seismic deformations in asymmetric multistorey RC buildings.
Four real buildings with three to six stories, strong irregularities in plan and little engineered earthquake resistance are subjected to inelastic response-history analyses under 56 bidirectional EC8-spectra-compatible motions. The average chord rotation demand at each member end over the 56 respon...
| Vydáno v: | Earthquake engineering & structural dynamics. 36, 9 (2007). |
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| Hlavní autor: | |
| Médium: | Článek |
| Jazyk: | English |
| Témata: |