Differential multiple support excitation: geotechnical and structural considerations
Reference:
Heath, A. C. and Darby, A. P., 2005. Differential multiple support excitation: geotechnical and structural considerations. In: First US-Portugal International Workshop: Grand Challenges in Earthquake Engineering, 2005-07-01.
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Abstract
During a seismic event, many bridges and other structures could be subjected to different amplitude, frequency and phase of shaking at different supports. This phenomenon can occur as a result of physical distance between supports, topographical conditions, spatial variability in ground conditions and soil-structure interaction. Some geotechnical and structural aspects of this behavior are investigated, and methods of testing are proposed.
Details
| Item Type | Conference or Workshop Items (Paper) |
| Creators | Heath, A. C.and Darby, A. P. |
| Departments | Faculty of Engineering & Design > Architecture & Civil Engineering |
| Refereed | No |
| Status | Published |
| ID Code | 608 |
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