Abstract
Implementation of the theory on the subject discussed in Part I is presented in this part. There are 12 representative continuous bridges considered in the parametric studies. The effects of important system parameters, including modeling technique, analysis method, soil-foundation interaction, and bridge skew on seismic responses are evaluated and discussed in detail.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 99-114 |
| Number of pages | 16 |
| Journal | Computers and Structures |
| Volume | 59 |
| Issue number | 1 |
| DOIs | |
| State | Published - Apr 3 1996 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Modeling and Simulation
- General Materials Science
- Mechanical Engineering
- Computer Science Applications
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