Instantaneous and time-dependent response and strength of jointless bridge beams
The purpose of this study was to develop a generalized numerical solution for the analysis of deck-continuous, composite, multi-span bridge girders without joints. A finite element computer program has been developed, with the capability of performing instantaneous and time-dependent response analys...
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| Format: | Others |
| Language: | English |
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2017
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| Online Access: | http://hdl.handle.net/10183/170152 |