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Conference Spotlight
Nuclear Energy Conference & Expo (NECX)
September 8–11, 2025
Atlanta, GA|Atlanta Marriott Marquis
Standards Program
The Standards Committee is responsible for the development and maintenance of voluntary consensus standards that address the design, analysis, and operation of components, systems, and facilities related to the application of nuclear science and technology. Find out What’s New, check out the Standards Store, or Get Involved today!
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The newest era of workforce development at ANS
As most attendees of this year’s ANS Annual Conference left breakfast in the Grand Ballroom of the Chicago Downtown Marriott to sit in on presentations covering everything from career pathways in fusion to recently digitized archival nuclear films, 40 of them made their way to the hotel’s fifth floor to take part in the second offering of Nuclear 101, a newly designed certification course that seeks to give professionals who are in or adjacent to the industry an in-depth understanding of the essentials of nuclear energy and engineering from some of the field’s leading experts.
Robert Spears, Swetha Veeraraghavan, Justin Coleman
Nuclear Technology | Volume 205 | Number 9 | September 2019 | Pages 1205-1218
Technical Paper | doi.org/10.1080/00295450.2019.1584492
Articles are hosted by Taylor and Francis Online.
Seismic analyses of nuclear facilities require the use of validated numerical models that can realistically reproduce the response of soils during earthquakes. The nested surface nonlinear, hysteretic soil constitutive model is one of the soil constitutive models that is widely used because of (1) its lower number of free parameters compared to other nonlinear soil constitutive models and (2) the ease of calibrating these parameters using the commonly available soil data, i.e., G/Gmax and damping curves, as a function of shear strain. This material model is available in the commercial finite element software packages LS-DYNA and Abaqus as well as in the open source finite element tool Mastodon. The purpose of this study is to estimate the parameters required for this material model from the soil data available for the Lotung site and to demonstrate that this nonlinear soil constitutive model used in a time domain, finite element analysis can reasonably reproduce the actual measured soil motions recorded at Lotung during the LSST07 event on May 20, 1986. Results are presented from all the three software packages mentioned above using the same material model.
