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Creep analysis of prestressed concrete beams concreted in several consecutive stages
General formulas are derived and arranged in tables enabling easy calculation of creep-induced rearrangement of moments and deflections taking place at beginning and end of each consecutive stage; necessary data are determined from consideration of continuous beam, but method can be used for analysis of any prestressed concrete framework.
Creep analysis of prestressed concrete beams concreted in several consecutive stages
General formulas are derived and arranged in tables enabling easy calculation of creep-induced rearrangement of moments and deflections taking place at beginning and end of each consecutive stage; necessary data are determined from consideration of continuous beam, but method can be used for analysis of any prestressed concrete framework.
Creep analysis of prestressed concrete beams concreted in several consecutive stages
Beitrag zur Kriechberechnung von Tragwerken aus Spannbeton, die in mehreren, zeitlich aufeinander folgenden Bauabschnitten hergestellt werden
Schuller, R. (Autor:in)
Bauingenieur ; 41
1966
10 pages
Aufsatz (Zeitschrift)
Deutsch
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