Behavior of Ten Story Reinforced Concrete Walls Subjected to Earthquake Motions (NEES-2010-0915)

<p><strong>Title</strong>: Behavior of Ten Story Reinforced Concrete Walls Subjected to Earthquake Motions (NEES-2010-0915)</p> <p><strong>Year Of Curation: </strong>2012</p> <p><strong>Description: </strong>The overall objective of this work was to investigate the response of multi-story reinforced concrete structures resisting earthquake forces primarily through "cantilever" rather than frame action. A secondary but important objective was to demonstrate the consequences of initial yielding in the beam elements.</p> <p><strong>Award: </strong>http://www.nsf.gov/awardsearch/showAward?AWD_ID=7422962</p> <p><strong>PIs & CoPIs: </strong>Mete Sozen</p> <p><strong>Dates: </strong>February 18, 1975 - October 31, 1976</p> <p><strong>Organizations: </strong>University of Illinois at Urbana-Champaign, IL, United States</p> <p><strong>Facilities: </strong>University of Illinois at Urbana-Champaign, IL, United States</p> <p><strong>Sponsor: </strong>NSF - ATA 7422962</p> <p><strong>Keywords: </strong>Shear Wall, reinforced Concrete, Earthquake Simulator, Multi Story, Substitute Structure Method</p> <p><strong>Publications: </strong>Jose Dario Aristizabal-Ochoa, "Behavior of Ten-Story Reinforced Concrete Walls Subjected to Earthquake Motions"</p> <nb:citations></nb:citations>