Pseudodynamic response of torsionally unbalanced two-storey test structure.
Two one-way eccentric, two-storey, one-by-one-bay reinforced concrete (RC) structures are pseudodynamically tested under unidirectional ground motions. Theoretical considerations about the effect of torsional coupling on modal periods and shapes agree with modal results of the test structure, consid...
| Published in: | Earthquake engineering & structural dynamics. 36, 8 (2007). |
|---|---|
| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |