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Discussion on ‘an investigation into the effects of damping and nonlinear geometry models in earthquake analysis’ by Andrew Hardyniec and Finley Charney

Hall, John F. (2017) Discussion on ‘an investigation into the effects of damping and nonlinear geometry models in earthquake analysis’ by Andrew Hardyniec and Finley Charney. Earthquake Engineering and Structural Dynamics, 46 (2). pp. 341-342. ISSN 0098-8847. https://resolver.caltech.edu/CaltechAUTHORS:20170323-081803283

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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.


Item Type:Article
Related URLs:
URLURL TypeDescription
http://dx.doi.org/10.1002/eqe.2786DOIArticle
http://onlinelibrary.wiley.com/doi/10.1002/eqe.2786/abstractPublisherArticle
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.
Subject Keywords:earthquake engineering; structural collapse; geometric nonlinearity; damping; modeling uncertainty
Issue or Number:2
Record Number:CaltechAUTHORS:20170323-081803283
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20170323-081803283
Official Citation:Hall, J. F. (2017) Discussion on ‘an investigation into the effects of damping and nonlinear geometry models in earthquake analysis’ by Andrew Hardyniec and Finley Charney. Earthquake Engng Struct. Dyn., 46: 341–342. doi: 10.1002/eqe.2786
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:75345
Collection:CaltechAUTHORS
Deposited By: Tony Diaz
Deposited On:23 Mar 2017 19:05
Last Modified:03 Oct 2019 16:49

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