Nico Luco
2019
<p>The 1994 Northridge earthquake generated world-record ground motions. At the time, the horizontal peak ground acceleration of 1.8<span> </span><i>g</i><span> </span>measured by a seismometer in Tarzana was the largest ever. The same is true of the peak ground velocity of 148 cm/s measured in Granada Hills. Both measurements were within approximately 15 km of the source of the earthquake; they were also near most of the damage described in other articles of this series.<span> </span><span id="more-14562"></span>Consequently, the near-source design forces from the seismic zone maps in the<span> </span><i>Uniform Building Code</i><span> </span>(UBC) were increased. From the 1994 to 1997 editions, acceleration- and velocity-related near-source factors were introduced. The factors increased the design forces in Zone 4, already the highest seismic zone, by a multiplier as large as 2.0. More enduringly, generational changes were made to the seismic design maps in the NEHRP<span> </span><i>Recommended Seismic Provisions for New Buildings and Other Structures</i>. The NEHRP maps were – and continue to be – adopted into the<span> </span><i>International Building Code</i><span> </span>(IBC), which supplanted the UBC and other model building codes. As described below, the changes to the NEHRP maps took advantage of another post-Northridge change: the modern generation of U.S. Geological Survey (USGS) National Seismic Hazard Maps.</p>
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National Council of Structural Engineers Associations
Seismic design and hazard maps: Before and after
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