Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges
A continuous formulation to calculate the dynamic stiffness matrix of structural members with distributed masses is presented in detail and verified with some simple examples. The dynamic model of a specific bridge (the Marga-Marga bridge in Chile) was developed using this formulation, and the model...
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| Format: | Others |
| Language: | en_US |
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Texas A&M University
2005
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| Online Access: | http://hdl.handle.net/1969.1/2552 |