

Type of Document Master's Thesis Author Migliozzi, Joseph P. URN etd-21719261973560 Title Feasibility Study of Partially Restrained Connections Degree Master of Science Department Civil Engineering Advisory Committee
Advisor Name Title Samuel Easterling Committee Chair Richard Barker Committee Co-Chair Thomas Murray Committee Co-Chair Keywords
- none
Date of Defense 1997-02-10 Availability unrestricted Abstract
In recent years the idea of using partially
restrained connections in building structures
has become more practical and economical.
Partially restrained connections resist moment
and also allow rotation, therefore distributing
the moments and stresses more evenly
throughout the element. Combining this idea
with steel joists, which are also quite common
in construction, makes for shallower story
heights and lower steel weights. This initial
study analyzes partially restrained
connections for both hot rolled shapes and
steel joists using non-composite and
composite construction. The designs are than
compared with respect to complexity,
practicality, serviceability and economics.
The results of this study show that partially
restrained joist connections are economically
superior to comparable hot rolled member
designs.
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