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Testing prestressed concrete bridge
Further information available during breaking up of parts of collapsed span by demolition contractors; there was no failure of steel cables; very rigid fixing at close spacing is essential, to resist effectively forces tending to straighten core and avoid undulation due to buoyancy of tubing. See Engineering Index 1952 p 117. (see also Engineering v 174 n 4532 Dec 5 1952 p 737)
Testing prestressed concrete bridge
Further information available during breaking up of parts of collapsed span by demolition contractors; there was no failure of steel cables; very rigid fixing at close spacing is essential, to resist effectively forces tending to straighten core and avoid undulation due to buoyancy of tubing. See Engineering Index 1952 p 117. (see also Engineering v 174 n 4532 Dec 5 1952 p 737)
Testing prestressed concrete bridge
Engineer
Engineer ; 194
1952
Article (Journal)
English
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Testing prestressed concrete bridge
Engineering Index Backfile | 1952
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