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. doi:10.1002/eqe.3061. https://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 | ||||||
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| 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. | ||||||
| Issue or Number: | 10 | ||||||
| DOI: | 10.1002/eqe.3061 | ||||||
| Record Number: | CaltechAUTHORS:20180726-100724376 | ||||||
| Persistent URL: | https://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: | 16 Nov 2021 00:25 |
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