Procedure Inversion Effect Analysis of Final System Transformation of Prestressed Concrete Continuous Girder Bridge
When the cantilever construction is adopted by the prestressed concrete continuous girder bridge, the order of two key procedures between removing temporary support and tensing remanent prestressed cable is used to be ignored. In order to study the influence of procedure inversion, the influences on...
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Veröffentlicht in: | Applied Mechanics and Materials 2014-01, Vol.501-504 (Advances in Civil and Structural Engineering III), p.1323-1327 |
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Sprache: | eng |
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