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 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. (author) / Kaar, P.H. (author)
1960
5 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Continuous precast-prestressed concrete bridges
| Engineering Index Backfile | 1960
Prestressed precast concrete railroad bridges
| Engineering Index Backfile | 1968
Precast-prestressed concrete bridges -- 5
| Engineering Index Backfile | 1961
Precast-prestressed concrete bridges -- 4
| Engineering Index Backfile | 1961
Precast-prestressed concrete bridges. Pilot tests of continuous girders
| Engineering Index Backfile | 1960