Title: Post-Tensioned Cast-in-Place Multistory Building Frame

Author(s): Walter E. Riley

Publication: Journal Proceedings

Volume: 63

Issue: 3

Appears on pages(s): 387-404

Keywords: analysis;anchorage;concrete;construction;design;frame;lateral load;multistory building;post-tensioning;prestressed concrete;shear wall;water-proofing.

DOI: 10.14359/7630

Date: 3/1/1966

Abstract:
The use of post-tensioned construction is described for a cast-in-place multistory building frame. The design of a typical floor girder 27 in. deep spanning 64 ft is given. The flexibility of the concrete shear walls is discussed and the resulting loading on the transverse and exterior longitudinal frames is described. Construction procedures and special operations are reviewed.