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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
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. Copyright © 2016 John Wiley & Sons, Ltd.
Discussion on ‘an investigation into the effects of damping and nonlinear geometry models in earthquake analysis’ by Andrew Hardyniec and Finley Charney
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. Copyright © 2016 John Wiley & Sons, Ltd.
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. (Autor:in)
Earthquake Engineering & Structural Dynamics ; 46 ; 341-342
01.02.2017
2 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
On Architecture: Melvin Charney, A Critical Anthology
British Library Online Contents | 2015
|On Architecture: Melvin Charney, A Critical Anthology
British Library Online Contents | 2015
|