A platform for research: civil engineering, architecture and urbanism
Structural response of 45° skew prestressed concrete box-girder highway bridge subjected to vehicular loading -- Brookville bridge
Bridge was subjected to vehicular loading consisting of 3-axle truck; detailed description of field test procedure and equipment, complete outline and flow chart of computer program used in processing and analysis of data, and summary of measured structural response of bridge are given. (Rec'd 1969) (15319)
Structural response of 45° skew prestressed concrete box-girder highway bridge subjected to vehicular loading -- Brookville bridge
Bridge was subjected to vehicular loading consisting of 3-axle truck; detailed description of field test procedure and equipment, complete outline and flow chart of computer program used in processing and analysis of data, and summary of measured structural response of bridge are given. (Rec'd 1969) (15319)
Structural response of 45° skew prestressed concrete box-girder highway bridge subjected to vehicular loading -- Brookville bridge
Lehigh Univ -- Dept Civ Eng -- Fritz Eng Lab Rep
Schaffer, T. (author) / VanHorn, D.A. (author)
1967
114 pages
Report
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Rebuilding Kennedy road overbridge -- Right grillage skew girder bridge in prestressed concrete
Engineering Index Backfile | 1968
|Prestressed Concrete Bridge Girder Design Program
NTIS | 1970
|