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RESPONSE OF UNREINFORCED MASONRY BUILDINGS
Authors:DANIEL P ABRAMS
Institution:Department of Civil Engineering , University of Illinois at Urbana- Champaign , 205 N. Mathews, Urbana, Illinois, 61801, USA
Abstract:Abstract

A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.
Keywords:acceleration  amplification  brick  clay-unit masonry  displacement  diaphragm  dynamics  elastic  evaluation  inertia  lateral forces  nonlinear  rehabilitation  response seismic  spectra  stiffness  strength  unreinforced
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