01436nam 2200385I 450 991070441110332120130405082130.0(CKB)5470000002441588(OCoLC)835939584(EXLCZ)99547000000244158820130405d2012 ua 0engurmn|||||||||txtrdacontentcrdamediacrrdacarrierShould ground-motion records be rotated to fault-normal/parallel or maximum direction for response history analysis of buildings? /by Juan C. Reyes and Erol KalkanReston, Virginia :U.S. Department of the Interior, U.S. Geological Survey,2012.1 online resource (xi, 81 pages) color illustrationsOpen-file report ;2012-1261Title from title screen (viewed on Apr. 5, 2013).Includes bibliographical references (pages 15-17).Earthquake resistant designUnited StatesEarthquake hazard analysisUnited StatesEarthquake resistant designEarthquake hazard analysisReyes Juan C.1415183Kalkan ErolGeological Survey (U.S.),GPOGPOBOOK9910704411103321Should ground-motion records be rotated to fault-normal3516477UNINA