SYMPOSIA PAPER
Published:
01 January 1993
STP19608S
Seismic Behavior of Unreinforced Hollow Clay Tile Infilled Frames
SourceThe U.S. Department of Energy's Y-12 Plant, located in Oak Ridge, Tennessee, is conducting a comprehensive research program to evaluate the seismic capacity of unreinforced hollow clay tile infilled steel frames. This paper summarizes analyses and the results of in-situ and laboratory testing. Evaluations of unit tile, mortar, masonry assemblages, and large-scale building components are presented. Building components tested include infilled frames loaded in-plane and out-of-plane.
Author Information
Flanagan, RD
Martin Marietta Energy Systems, Inc., Oak Ridge, TN
Bennett, RM
The University of Tennessee, Knoxville, TN
Beavers, JE
Center for Natural Phenomena Engineering, Martin Marietta Energy Systems, Inc., Oak Ridge, TN
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Details
Developed by Committee: C15
Pages: 91–102
DOI: 10.1520/STP19608S
ISBN-EB: 978-0-8031-5235-9
ISBN-13: 978-0-8031-1492-0