SERVICEABILITY OF SPLICED GIRDER BRIDGES USING PCS

A computer based procedure for analysis of composite precast concrete girder bridges with cast in place topping is presented. Girder splicing with or without posttensioning is used to introduce continuity in the bridge superstructure. The method of analysis presented in this paper can also be applied to other types of multistage construction and prestressing involving the use of temporary falsework.

Language

  • English

Media Info

  • Features: Figures; References;
  • Pagination: p. 299-302

Subject/Index Terms

Filing Info

  • Accession Number: 00799273
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Sep 24 2000 12:00AM