Experimental and Numerical Study on the Blast Performance of RC Shear Walls Under Uniaxial Compression

Experimental and Numerical Study on the Blast Performance of RC Shear Walls Under Uniaxial Compression

This study addresses a critical gap in blast-resistant design by investigating the influence of axial compression ratio—a previously underexplored parameter—on the dynamic response of reinforced concrete (RC) shear walls under close-in explosions. While existing research has focused on conventional...

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Bibliographic Details
Main Authors: Wenzhe Luo, Rongyue Zheng, Wei Wang, Chenzhen Ye
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Buildings
Subjects:
axial compression
aspect ratio
reinforced concrete shear wall
blast loading
damage mechanism
numerical simulation
Online Access:https://www.mdpi.com/2075-5309/15/12/1975
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