A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 Civ Eng (NY) v 30 n 9 Sept 1960 p 38-42)
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 Civ Eng (NY) v 30 n 9 Sept 1960 p 38-42)
Continuous precast-prestressed concrete bridges
Portland Cement Assn -- Research Development Laboratories -- J
Mattock, A.H. (author) / Kaar, P.H. (author)
1960
5 pages
Article (Journal)
English
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