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The 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.
hollow clay tile, infilled frame, masonry infill, seismic
Senior Engineer, Martin Marietta Energy Systems, Inc., Oak Ridge, TN
Associate Professor, The University of Tennessee, Knoxville, TN
Director, Center for Natural Phenomena Engineering, Martin Marietta Energy Systems, Inc., Oak Ridge, TN