a) For service and for DBE shaking load effects, the end plates shall meet the Load and Resistance Factor Design (LRFD) requirements of the 13th Edition of the Steel Construction Manual (AISC, 2006) using the minimum specified materialanbsp;...
|Title||:||Performance of seismic isolation hardware under service and seismic loading|
|Author||:||Michalakis C. Constantinou, Multidisciplinary Center for Earthquake Engineering Research (U.S.), United States. Federal Highway Administration, California. Dept. of Transportation, State University of New York at Buffalo|