Parametric Study on Seismic Performance of Slender T-Shaped RC Walls Subjected to Biaxial Loading

Parametric Study on Seismic Performance of Slender T-Shaped RC Walls Subjected to Biaxial Loading

To investigate the effects of parameters on the seismic performance of slender T-shaped RC walls subjected to a biaxial seismic action, a numerical model was established using a fiber-based cross-section and displacement-based beam–column element. The axial load ratio, shear span ratio, flange width...

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Bibliographic Details
Main Authors: Mengzhen Wu, Bin Wang, Qingxuan Shi, Wenzhe Cai
Format: Article
Language:English
Published: MDPI AG 2024-01-01
Series:Buildings
Subjects:
T-shaped wall
biaxial loading
seismic performance
concrete structures
numerical analysis
performance degradation
Online Access:https://www.mdpi.com/2075-5309/14/1/162

Internet

https://www.mdpi.com/2075-5309/14/1/162

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