Title:
Connections in Precast Concrete Construction
Author(s):
Philip W. Birkeland and Halvard W. Birkeland
Publication:
Journal Proceedings
Volume:
63
Issue:
3
Appears on pages(s):
345-368
Keywords:
beam;column;connections;continuity;design;diaphragm;precast concrete; shear-friction hypothesis;shear strength.
DOI:
10.14359/7627
Date:
3/1/1966
Abstract:
Outlines and discusses requirements for connections in precast concrete buildings, and shows examples from completed structures where these requirements have been met. A time-proven hypothesis explaining shear behavior at concrete to steel and concrete to concrete interfaces is presented. Examples illustrate beam to column connections using this hypothesis. Suggestions for further study are outlined.