Effect of the Distribution of Mass and Structural Member Discretization on the Seismic Response of Steel Buildings

Effect of the Distribution of Mass and Structural Member Discretization on the Seismic Response of Steel Buildings

The response of steel moment frames is estimated by first considering that the mass matrix is the concentrated type (<i>M<sub>L</sub></i>) and then consistent type (<i>M<sub>C</sub></i>). The effect of considering more than one element per beam is also...

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Bibliographic Details
Main Authors: Federico Valenzuela-Beltrán, Mario D. Llanes-Tizoc, Edén Bojórquez, Juan Bojórquez, Robespierre Chávez, Jesus Martin Leal-Graciano, Juan A. Serrano, Alfredo Reyes-Salazar
Format: Article
Language:English
Published: MDPI AG 2022-01-01
Series:Applied Sciences
Subjects:
steel moment frames
concentrated mass matrix
consistent mass matrix
inelastic seismic behavior
multi-degree of freedom systems
Online Access:https://www.mdpi.com/2076-3417/12/1/433

Internet

https://www.mdpi.com/2076-3417/12/1/433

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