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Continuous precast-prestressed concrete bridges
Results of extensive laboratory investigations on shearing strength, flexural strength, creep and shrinkage, bending and loading conditions; bridge was composed of I-shaped girders without end blocks and with straight prestressing tendons; girders were connected to form integral bridge unit by situ-cast deck slab. (See also Portland Cement Assn -- Research and Development Laboratories -- J v 2 n 1 Jan 1960 p 23-7)
Continuous precast-prestressed concrete bridges
Results of extensive laboratory investigations on shearing strength, flexural strength, creep and shrinkage, bending and loading conditions; bridge was composed of I-shaped girders without end blocks and with straight prestressing tendons; girders were connected to form integral bridge unit by situ-cast deck slab. (See also Portland Cement Assn -- Research and Development Laboratories -- J v 2 n 1 Jan 1960 p 23-7)
Continuous precast-prestressed concrete bridges
Civ Eng (NY)
Mattock, A.H. (Autor:in) / Kaar, P.H. (Autor:in)
1960
5 pages
Aufsatz (Zeitschrift)
Englisch
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