Effect of thermal loading on integral abutment-deck structures
The most influential lateral loading on integral bridges is due to daily and seasonal thermal expansions and contractions of the superstructure which forms the main focus of this research. As the temperature of an integral bridge changes, the length of the bridge increases and decreases, pushing the...
| Main Authors: | , |
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| Format: | Conference Paper |
| Published: |
Research Publishing Services
2013
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| Online Access: | http://hdl.handle.net/20.500.11937/25749 |