Rayleigh Damping vs. Modal Damping Matrix Superposition for Steel Frames and Evaluation of Higher-Mode Contribution-Reference-Cited by-同舟云学术

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Rayleigh Damping vs. Modal Damping Matrix Superposition for Steel Frames and Evaluation of Higher-Mode Contribution

Published:2024-09-13 Issue: Volume: Page:
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Llanes-Tizoc Mario D.,Valenzuela-Beltrán Federico,Bojórquez Edén,Bojórquez Juan,Gaxiola-Camacho José R.,Leal-Graciano Jesus M.,Chavez-López Robespierre,Reyes-Salazar Alfredo

Funder

Consejo Nacional de Ciencia y Tecnologia (CONACyT), Mexico

Autonomous University of Sinaloa

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40996-024-01615-2.pdf

Reference52 articles.

1. Archer JS (1965) Consistent matrix formulations for structural analysis using finite-element techniques. AIAA J 3:1910–1918. https://doi.org/10.2514/3.3279

2. Archer GC, Whalen TM (2005) Development of rotationally consistent diagonal mass matrices for plate and beam elements. Comput Methods Appl Mech Eng 194:675–689. https://doi.org/10.1016/j.cma.2003.08.015

3. ASCE (2016) Minimum Design loads and Associated. Criteria for Buildings and Other Structures

4. Bernal D (1994) Viscous Damping in Inelastic Structural Response. J Struct Eng 120:1240–1254. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:4(1240)

5. Carr A (2016) RUAUMOKO, Inelastic dynamic analysis program

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