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Two particular types of bridges in which deck girders are subject to state of stress depending on external loading and on self-adjusting forces due to geometric and elastic restraints of bridge are referred to; types with lower ties and types with upper ties are discussed and characteristics of each type, its potentialities and its special aspects examined; examples of such bridges are presented. (See also n 695 June 1964 p 705, 707, 709, 711, 713)
Two particular types of bridges in which deck girders are subject to state of stress depending on external loading and on self-adjusting forces due to geometric and elastic restraints of bridge are referred to; types with lower ties and types with upper ties are discussed and characteristics of each type, its potentialities and its special aspects examined; examples of such bridges are presented. (See also n 695 June 1964 p 705, 707, 709, 711, 713)
Tied bridges in prestressed concrete
Civ Eng (Lond)
Morandi, R. (Autor:in)
1964
2 pages
Aufsatz (Zeitschrift)
Englisch
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TIBKAT | 1990
|TIBKAT | 1990
|Engineering Index Backfile | 1946
|Engineering Index Backfile | 1965
|ASCE | 2021
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