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<jats:title>Abstract</jats:title><jats:p>The results from two methodologies for the structural design of a 42 story building located in Los Angeles, California, and a description of the properties used to model the structure for both cases are summarized. The building is laterally braced by a concrete shear wall core and two four‐</jats:p><jats:p>bay concrete special moment resisting frames (SMRF) in each direction. The first design is based on a modal response spectrum analysis as prescribed by the International Building Code (ICC <jats:ext-link xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="#bib7">2006</jats:ext-link>). The second design, as prescribed by Los Angeles Tall Building Design Council ‘An Alternative Design Approach for Tall buildings’ (LATBSDC <jats:ext-link xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="#bib8">2008</jats:ext-link>), with some exceptions, requires the building to satisfy service level criteria using a modal response spectrum analysis and a collapse prevention evaluation using 7 time‐history non‐linear analyses. Copyright © 2009 John Wiley &amp; Sons, Ltd.</jats:p>