Published February 2017
| public
Journal Article
Discussion on 'an investigation into the effects of damping and nonlinear geometry models in earthquake analysis' by Andrew Hardyniec and Finley Charney
- Creators
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Hall, John F.
Abstract
The discussed paper explores how various assumptions for damping and geometric nonlinearity affect the seismic collapse behavior of steel-frame buildings. The recommended damping scheme is questioned, and an alternative is suggested. Additional explanation is sought to justify the differences observed between the P-delta and co-rotational models for geometric nonlinearity.
Additional Information
© 2016 John Wiley & Sons, Ltd. Issue online: 13 January 2017; Version of record online: 19 August 2016; Manuscript Accepted: 23 June 2016; Manuscript Received: 7 January 2016.Additional details
- Eprint ID
- 75345
- Resolver ID
- CaltechAUTHORS:20170323-081803283
- Created
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2017-03-23Created from EPrint's datestamp field
- Updated
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2021-11-15Created from EPrint's last_modified field