Seismic Behavior of Unreinforced Hollow Clay Tile Infilled Frames

    Published: Jan 1993

      Format Pages Price  
    PDF (264K) 12 $25   ADD TO CART
    Complete Source PDF (8.7M) 12 $55   ADD TO CART


    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

    Author Information:

    Flanagan, RD
    Senior Engineer, Martin Marietta Energy Systems, Inc., Oak Ridge, TN

    Bennett, RM
    Associate Professor, The University of Tennessee, Knoxville, TN

    Beavers, JE
    Director, Center for Natural Phenomena Engineering, Martin Marietta Energy Systems, Inc., Oak Ridge, TN

    Committee/Subcommittee: C15.05

    DOI: 10.1520/STP19608S

    CrossRef ASTM International is a member of CrossRef.