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If a sufficient number of recordings cannot be found, it allows the use of \u201cappropriate simulated ground motions,\u201d but does not provide further guidance. This paper outlines a procedure for generating and selecting a set of \u201cappropriate\u201d hybrid broadband simulations and a comparable set of recordings. Both ground motion sets are used to analyze a building in Berkeley, California, and the predicted structural performance is compared. The structural behavior resulting from recordings and simulations is similar, and most discrepancies are explained by differences in directional properties such as orientation of the maximum spectral response. These results suggest that when simulations meet the criteria outlined for recordings in ASCE 7 and properties such as directionality are realistically represented, simulations provide useful results for structural analysis and design.<\/jats:p>","DOI":"10.1193\/091113eqs248m","type":"journal-article","created":{"date-parts":[[2014,3,14]],"date-time":"2014-03-14T10:37:50Z","timestamp":1394793470000},"page":"1691-1710","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":20,"title":["Evaluation of Hybrid Broadband Ground Motion Simulations for Response History Analysis and Design"],"prefix":"10.1002","volume":"31","author":[{"given":"Lynne S.","family":"Burks","sequence":"first","affiliation":[{"name":"Civil &amp; Environmental Engineering Department Stanford University Stanford CA 94305"}]},{"given":"Reid B.","family":"Zimmerman","sequence":"additional","affiliation":[{"name":"Rutherford + Chekene San Francisco CA 94105"}]},{"given":"Jack W.","family":"Baker","sequence":"additional","affiliation":[{"name":"Civil &amp; Environmental Engineering Department Stanford University Stanford CA 94305"}]}],"member":"311","published-online":{"date-parts":[[2015,8]]},"reference":[{"key":"e_1_2_8_2_1","doi-asserted-by":"publisher","DOI":"10.1785\/0120060409"},{"key":"e_1_2_8_3_1","doi-asserted-by":"publisher","DOI":"10.1785\/0120090379"},{"key":"e_1_2_8_4_1","unstructured":"American Society of Civil Engineers\/Structural Engineering Institute (ASCE) 2010.Minimum design loads for buildings and other structures ASCE 7\u201010 Reston VA."},{"key":"e_1_2_8_5_1","doi-asserted-by":"publisher","DOI":"10.1785\/BSSA0870010067"},{"key":"e_1_2_8_6_1","doi-asserted-by":"publisher","DOI":"10.1785\/0120050210"},{"key":"e_1_2_8_7_1","first-page":"1865","article-title":"Stochastic simulation of high\u2010frequency ground motions based on seismological models of the radiated spectra","volume":"73","author":"Boore D. 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