A platform for research: civil engineering, architecture and urbanism
San mateo-hayward bridge -- Fabricator's dream
Steel superstructure section of 6.76-mi bridge is 9650 ft long; 5500 ft of it will be twin box girders with orthotropic plate deck; high-level spans of bridge are designed for statically determinate analysis; cantilever sections alternate with drop-in suspended ones to avoid secondary stresses from possible nonuniform pier settlement; details on 500 ton capacity barge crane, team fabrication of girders, welding and girder erection procedure.
San mateo-hayward bridge -- Fabricator's dream
Steel superstructure section of 6.76-mi bridge is 9650 ft long; 5500 ft of it will be twin box girders with orthotropic plate deck; high-level spans of bridge are designed for statically determinate analysis; cantilever sections alternate with drop-in suspended ones to avoid secondary stresses from possible nonuniform pier settlement; details on 500 ton capacity barge crane, team fabrication of girders, welding and girder erection procedure.
San mateo-hayward bridge -- Fabricator's dream
Eng News-Rec
Engineering News-Record ; 176
1966
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Seismic retrofit of the San Mateo-Hayward Bridge
British Library Conference Proceedings | 1996
|World's longest orthotropic section feature of San Mateo-Hayward bridge
Engineering Index Backfile | 1968
|Initial and replacement riding surface for the orthotropic San Mateo/Hayward Bridge
IOS Press | 2017
|Technical Issues Associated with the Seismic Analysis of the San Mateo-Hayward Bridge
British Library Conference Proceedings | 1994
|British Library Conference Proceedings | 1994
|