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Discussion of "A new inherent damping model for inelastic time‐history analyses" by Enrique Luco and Armando Lanzi

Hall, John F. (2018) Discussion of "A new inherent damping model for inelastic time‐history analyses" by Enrique Luco and Armando Lanzi. Earthquake Engineering and Structural Dynamics, 47 (10). pp. 2137-2139. ISSN 0098-8847. http://resolver.caltech.edu/CaltechAUTHORS:20180726-100724376

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Abstract

This discussion examines several aspects of the proposed elastic velocity damping formulation that pertain to the suitability of the method for use in inelastic time history analysis. These aspects include the absence of damping actions as a structure moves through a collapse mechanism, lack of physical justification, and potential computational issues.


Item Type:Article
Related URLs:
URLURL TypeDescription
https://doi.org/10.1002/eqe.3061DOIArticle
ORCID:
AuthorORCID
Hall, John F.0000-0002-7863-5060
Additional Information:© 2018 John Wiley & Sons, Ltd. Issue Online: 08 July 2018; Version of Record online: 07 June 2018; Manuscript accepted: 19 April 2018; Manuscript received: 14 November 2017.
Record Number:CaltechAUTHORS:20180726-100724376
Persistent URL:http://resolver.caltech.edu/CaltechAUTHORS:20180726-100724376
Official Citation:Hall JF. Discussion of “A new inherent damping model for inelastic time‐history analyses” by Enrique Luco and Armando Lanzi. Earthquake Engng Struct Dyn. 2018;47:2137–2139. https://doi.org/10.1002/eqe.3061
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:88297
Collection:CaltechAUTHORS
Deposited By: Tony Diaz
Deposited On:26 Jul 2018 17:13
Last Modified:26 Jul 2018 17:13

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