Numerical Investigation of the Seismic Performance of Steel Frames with Energy-Dissipating Composite Walls
To improve the seismic performance of steel frame buildings in rural areas, an energy-dissipating composite wall (EDCW) assembled from concrete-filled steel tubular columns and concrete sheet walls was designed. Cyclic loading tests were simulated using the finite element method (FEM) to analyse the...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-01-01
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Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/15/3/828 |