Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data
Nonlinear seismic soil-structure interaction (SSI) analyses are often completed using the equivalent linear frequency domain analysis method as it is simple to use and computationally efficient. However, the method is inherently linear and a better strategy is to employ the nonlinear time domain ana...
| Main Author: | |
|---|---|
| Other Authors: | |
| Language: | en_ca |
| Published: |
2013
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/1807/42977 |