Steven L. Kramer Patrick Bassal Brett W. Maurer Bill Perkins Donald G. Anderson C. B. Crouse Shideh Dashti David Teague Andrew James Makdisi 2026 <p><span>Seismic design criteria for new buildings in the United States have historically focused on life safety performance objectives through minimizing the potential for structural collapse. Development of design criteria to meet this performance objective has evolved over time, leading to the current, risk-targeted maximum considered earthquake (MCE</span>_R<span>) design basis. Corresponding MCE</span>_R<span>&nbsp;seismic design loads incorporate the full range of probabilistic ground motion hazard information available from U.S. Geological Survey National Seismic Hazard Models, as well as a representation of the uncertainty in structural collapse capacity. Despite these considerable advances in structural design criteria, guidelines for geotechnical hazards such as liquefaction-induced damage, which continue to be based on uniform ground-shaking hazard (i.e., MCE ground motions), are not well-connected with risk-based, collapse prevention performance objectives. This study, undertaken as part of Building Seismic Safety Council efforts to update recommended seismic provisions through the National Earthquake Hazards Reduction Program, presents probabilistic, liquefaction-targeted design objectives and corresponding ground motion parameters, with a focus on improving consistency in first-level screening criteria for liquefaction hazard assessment. This study identifies a potential maximum acceptable annualized probability of liquefaction triggering (</span><i>P</i>_L,max<span>) of 2.5% in 50 years, above which liquefaction consequences and potential mitigation measures would be considered. The&nbsp;</span><i>P</i>_L,max<span>-based design basis is calibrated to effective probabilistic liquefaction hazard levels obtained in practice using current MCE peak ground accelerations, and could be implemented via a new liquefaction-targeted maximum considered earthquake (MCE</span>_L<span>) peak ground acceleration (</span><i>PGA</i>_<i>L</i><span>). The proposed&nbsp;</span><i>PGA</i>_<i>L</i><span>&nbsp;is derived from probabilistic liquefaction hazard curves and includes uncertainties inherent to liquefaction hazard modeling. The potential design effects of the proposed&nbsp;</span><i>PGA</i>_<i>L</i><span>&nbsp;are demonstrated via comparison with current MCE&nbsp;</span><i>PGA</i><span>&nbsp;levels, effects on first-level liquefaction screening analyses, and improvements in the consistency of&nbsp;</span><i>P</i>_L,max<span>&nbsp;levels across the United States, and for a wide range of site conditions.</span></p> application/pdf 10.1002/esp4.70097 en Wiley Development of liquefaction-targeted design basis in U.S. seismic provisions article